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Subsurface Investigation
TAP 40'19 "IJAVi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. v MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 MELBOURNE 321 768-8488 www.ksmengineering.net ( ) b FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 -6469 { RECEIVED June 19, 2017 AUG 0 8 2018 ST. Lucia Herbert and Kathleen Yancy 4217 Sunrise Blvd. Fort Pierce, FL 34982 Re: 581 Beach Avenue Port St. Lucie, Florida KSM Project #: 171887-b Dear Mr. and Mrs. Yancy: As requested, KSM Engineering & Testing has performed a subs irfa . _ at the referenced site. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. A. Site Description: At the time of drilling, the river front site was fairly flat with a few trees and light surface vegetation. B. Project Description: A single family residence is planned to be constructed on the site. Loads from the one- story structure will be transferred to the ground by conventional shallow footings. We estimate the maximum loads will be less than 2,500 pounds per linear foot along the wall foundation ,and less than 15 kips for any individual column loads. We estimate that several feet of site fill will be required to reach the desired grades. File COPY.,, Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tdr C! 19 A% 1.7 AW KELLER, SCHLEICHER $ MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 ' FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 +,t C.A.: 5693 FAX (772) 589-6469 J 581 Beach Avenue -2- June 19, 2017 Port St. Lucie, Florida C. The scope of our study consisted of the following: 1. Performed Standard Penetration Test Borings in the proposed construction area to estimate the subsoil relative density. 2. Measured the groundwater level at each boring. 3. Evaluated the existing soil conditions with respect to the proposed construction and provided recommendations for site preparation and foundation design. 4. Prepared this report to document our findings. D. Site Investigation: The site investigation program consisted of performing four (4) Standard Penetration Test borings (SPT), in the proposed construction area. The SPT borings were terminated at depths of 10 to 14 feet below grade. The locations of the borings are indicated on the. attached boring Location Plan. The SPT borings.were completed in accordance with procedures described in ASTM D- 1586. A standard 1.5 inch I.D., 2 inch O.D. split -spoon sampler is driven into the soil by successive blows of a 140 pound hammer freely falling 30 inches. The number of blows required to drive the sampler 1 foot, after seating 6 in., is designated the Penetration Resistance, or "N" value. At regular intervals the sampler is extracted from the ground. and opened to allow visual examination and classification of the retained soil sample. Also, the groundwater table was allowed to stabilize and the depth of the groundwater elevation recorded from existing grade. The records of . the soils encountered, the penetration resistances and groundwater level are shown on the attached logs. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 C! , if A%If7AVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 581 Beach Avenue -3- June 19, 2017 Port St. Lucie, Florida E. Engineering Evaluation and Conclusions: Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: The boring logs, indicate the subsurface soils consist mostly of fine-grained sand and some fine-grained sand that is slightly clayed. "N" values recorded during the boring operation indicate the soil density is generally loose to medium dense. Please refer to the soil boring logs for specific information relative to the soil description. Based on the existing soil conditions, the proposed structure can be supported on a shallow foundation system provided that the site is properly prepared. The following sections provide recommendations for the site preparation and foundation design. F. Site Preparation: The proposed building area and areas to be paved, plus a minimum margin of five feet beyond the proposed construction shall be stripped and grubbed of surface debris, including vegetation, roots and organic matter. Stumps shall be removed entirely. The building area should be graded level and proofrolled. Any soft yielding areas shall be excavated and, replaced with clean compacted fill. Sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (ASTM D 1557) to a depth of two feet. After the exposed surface has been proofrolled, the building and pavement areas may be filled to the °desired grades. The fill material shall consist of clean granular sand containing. less:than 10% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in loose layers of 12 inches in thickness and compact each lift to at least 95 percent of its modified dry Proctor value. After excavating for the footings, the disturbed footing subgrade should be recompacted to 95 percent (minimum) of its modified dry Proctor value. This can be best achieved by making several passes with a relatively light -weight walk -behind vibratory sled or roller. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 IV OIL "L_J AV& KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P®. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 G.A.: 5693 FAX (772) 589-6469 581 Beach Avenue -4- June 19, 2017 Port St. Lucie, Florida G. Foundation: Provided that our recommendations for site preparation are followed, the proposed structure may be supported on conventional concrete steel reinforced footings designed for an allowable soil bearing pressure of 2,000 pounds per square foot, or less. With the foundation properly designed and the site properly prepared, we anticipate total settlements less than 3/ of an inch and differential settlement of less than % of an inch. The majority of the settlement should occur during construction. H. Floor Slabs: A conventional slab -on -grade can be used in the "at grade" portion of the residence. We recommend the disturbed subgrade below the floor slab be re -compacted to 95 percent of the modified Proctor maximum dry density (ASTM D 1557) prior to placement of the concrete. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the stab -on -grade. We recommend that control joints be incorporated in the slab at frequent intervals to control shrinkage cracks. A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. I. Swimming Pool: Based on the existing soil conditions, the proposed pool can be designed and constructed using an allowable soil bearing pressure of 2,000 pounds per square foot. When excavating the pool, if any organic soil or soft material is encountered, these materials/soils should be removed and replaced with %" stones so the subgrade becomes firm below the pool bottom. Backfill material behind the pool shell shall consist of clean granular sand with less than 10 percent "fines" passing the U.S. No. 200 sieve. Place backfill material in loose lifts of 12 inches in thickness and compact each lift to no less than 95 percent of its modified dry Proctor value (ASTM D 1557). Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TIP V 1 t A%L_JAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 581 Beach Avenue -5- June 19, 2017 Port St. Lucie, Florida J. Closure: This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed loading conditions. No warranties, either expressed or implied, are intended or made. This report does not reflect any variations which may occur between the borings. If variations appear evident during the course of construction, it would be necessary to re-evaluate the recommendations of this project. Environmental conditions, wetland delineation, water quality, and municipal requirements are not a part of this report. We are pl 111jpq`g be of assistance to you on this phase of your project. When we may be ofAel'(lN,to you or should you have any questions, please feel free to J J EK/jt E-mail to: ksy_architect@bellsouth.net Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM Engineering & resting BORING NUMBER B-1 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Herbert and Kathleen Yancy PROJECT NAME 581 Beach Road PROJECT NUMBER 171887-b PROJECT LOCATION Port St. Lucie, Florida DATE STARTED 6/16/17 COMPLETED 6/16/17 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 3.00 ft LOGGED BY MS/CH CHECKED BY JEK AT END OF DRILLING — NOTES See Attached Location Plan AFTER DRILLING — w o z A SPT N VALUE A = U o w wa 20 40 60 80 PL MC LL ~^ w iF a O MATERIAL DESCRIPTION Wm W g _ wo > ci 3: O Z Q H� w.4 !� Z a p (Lz OV- m0Z v" }" 20 40 60 80 < W a X ❑ FINES CONTENT (%) ❑ 0 1 1 20 40 60 80 Gray Sand with Roots Gray Sand 3-4-4 ....... :.... SS (8) :. SS 4-5-5 (10) 5 Brown Sand ...:.: 3-4-5 SS SS 4-4-6 6 ... (10) ........ :....... :....... :....... :...... . 10 :• Gray Sand, Slightly Clayed 6-10-14 :.: SS (24) W m :. Brown Sand SS 12-14-14 :..•,. uj •`:: SS 10-12-10 .... ...:....... :....... :. ......:....... (22) Bottom of borehole at 14.0 feet. Y_ N U O WW J LL 2 W d' W y N M N` ti Of • F- ❑ m g ❑ Z 0 J a x m x UW F O w C7 KSM Engineering & lesimg BORING NUMBER B-2 K1J1►'l S bast an, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Herbert and Kathleen Yancv PROJECT NAME 581 Beach Road PROJECT NUMBER 171887-b PROJECT LOCATION Port St. Lucie, Florida DATE STARTED 6/16/17 COMPLETED 6/16/17 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.67 ft LOGGED BY MS/CH CHECKED BY JEK AT END OF DRILLING — NOTES See Attached Location Plan AFTER DRILLING — ♦ SPT N VALUE A U D: >- cn w a 20 40 60 80 P MC L Q O MATERIAL DESCRIPTION - on > p? Q w y z Q a. Ov m co Z v" }" 20 40 60 80 Z ❑ FINES CONTENT (%) ❑ < W d W 0 20 40 60 80 Dark Gray Sand with Roots Gray Sand 3-3-3 SS (6).......:.......:.......:.......:....... :.. SS 4-4-5 (9) :.......:.......:.......:....... 5 ' Brown Sand SS 3-5-4 SS 4-6-10 ... (16) ....... ....... :............... :....... SS 10-12-12 10 (24) m Bottom of borehole at 10.0 feet. tu w co co Y_ c O O O h W J LL N co Y C W K W ti Y M N M n W F- 6i 5 N 7 O F y F Z_ U' y F- O a x to x w W O w c7 I KSM Engineering & Testing BORING NUMBER B-3 x 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Herbert and Kathleen Yancv PROJECT NAME 581 Beach Road PROJECT NUMBER 171887-b PROJECT LOCATION Port St. Lucie, Florida DATE STARTED 6/16/17 COMPLETED 6/16/17 GROUND ELEVATION HOLE SIZE inches • DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 3.33 ft LOGGED BY MS/CH CHECKED BY JEK AT END OF DRILLING NOTES See Attached Location Plan AFTER DRILLING o A SPT N VALUE A �^ U of Wm >_ w� y w �z� w o- ~� 20 40 60 80 PL MC LL w nz0 Q 0 MATERIAL DESCRIPTION W M > (3 0 z Q W w z a ;—�—� p a D O� m O> Y '' `� 20 40 60 80 z U? L a 0 ❑ FINES CONTENT (%) ❑ 0 A 20 40 60 80 Gray Sand with Roots Gray Sand 4-4-4:...• . SS (8) ,.. SS 4-5-3 5 Brown Sand ;.: 3-3-5 ::: •':.:: SS (8) SS 4-4-3 a 10 Gray Sand, Slightly Clayed ::. 3S 6-8-8 .. (16) Brown Sand 10-12-13 SS (25) .......: it SS 11-10-10 ......:......:....... :....... :....... W (20) y Bottom of borehole at 14.0 feet. Y_ w O O O n W J L2 U W . K W N Y M N (l r N F- O O [L 5 c 0 F- y F= Z_ m H O J , a 2 m 2 U W O W 0 ` KSM Engineering &TestingP.O. BORING NUMBER B-4 Box 78-1377 KS vl Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Herbert and Kathleen Yancv PROJECT NAME 581 Beach Road PROJECT NUMBER 171887-b PROJECT LOCATION Port St. Lucie, Florida DATE STARTED 6/16/17 COMPLETED 6/16/17 GROUND ELEVATION HOLE SIZE inches . DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample -VAT TIME OF DRILLING 3.17 ft LOGGED BY MS/CH CHECKED BY JEK AT END OF DRILLING — NOTES See Attached Location Plan AFTER DRILLING — w o z ASPTNVALUE ♦ �_--- U =C9 of w } gyp^ cn w ��� a �� 20 40 60 80 PL MC LL o v EL O MATERIAL DESCRIPTION j Ci O Q W z a. �� m 0 V" } v 20 40 60 80 z < W 0 o ❑ FINES CONTENT (%) [I0 O 20 40 60 80 Gray Sand with Roots Light Gray Sand 4-4-5 ....................................... SS ...................................... ...• . .. , .•.. �Fss 3-3-4 (7)...................................... 5 . :: Brown Sand 6_ :.•:.:• . SS :::•:• SS 4-4-5 :: • : •: 10 SS X 6-8-10 (18) :....... ........ ........ m Bottom of borehole at 10.0 feet. m w w y Cn y Y_ N U O O n WW J LL 2 Y C W y U m Y M N N n F m 5 0 z (7 cn 0 J a x m x U W I.- 0 w 0 N26"O/Trr 25.01- / 'I G-0T-EA5 qViT- 0 5' as 20Cd • ro } rte _ //IVY.., c • ^ try h � ••• "' }= f,�/ ` �'c i�'� � >� \ —A— �I } - , f/ I ti1- N09'48'24" E 16.10' A x t ; G� N35'06'13"E —' v�t�k L 32.00'� s jvl I �� 4- i• N1T30'28'E �`Ga�r3Es r-•,.. « V - i /; 3 {kZ,32.85' LOT 11 �00'01'00"E \ I !.,, 1/ i��vl 5• > i PID:3419-510-0226-000-1 \ OR 3099-206 • lF v •/ i ,," I 1.74 ACRES± / a (75.605 SQUARE FEET) ix: L15M &ECftiIC � � /CJ .• ,ry / PID: 3421-114 0000 000+2 .CK DO i zdo• / ZEE a LOT 12 <---- E; r r�• / rrr�ar:con•><a I '� '-- PID:3419-510-02: / +mamw rsr�r�czrrG ` > I o 4, s.L �/% B-3 f caw r �saaa 64 P O ,P• A, oa , / y. 1 � ••� I anT� urrtnr'paus � 0' ��`i � I � :•� : / r `� �, '� _ _I'ran�yc�rrmrs�s _ _ t / S8948r - 99.16•-T--- --- �s ..':'"'r .i..r- �f �Y } tl? > - �/ Lam• mI ^I '------------?-A-----r-1 J' � — z �' - t:,. -:lA •: i �`: /� ,/ JI ..I 61 MS nYG un✓mF..:_^—t t T // B-Z �> O.vrSTCLSt' >4 B-QI D �D ODt/0 P=XOMD.• i r* ��o)mwQ /I & Qxr /.' / �� p -► fsc cwvwDrs ;I I PID:34' • I •. •t\ MCSE 91980N 4ri }7 \ N!ll7Gl7rMrN( .. / •;F(25TREJR, 1 c �i / AAPREID .� 6-0'DRAl7IRGrt N'E°J`t'' 1<' �t oGQ �' .-. / I. unum�wr it --,�_. tacAnov.larvru CorCw1fSWAsu B�7 y �� ��� / I Ni LOT 16.... N ' PID:3419-510-0231=000-9 33.5v 0.30 ACRES± ;i W 'Ir9�3 lei (12,894 SQUARE FEET) ;I \ OVERXAND I Int ;f • �; ,, t ? `.. / j},u�• •� aP &r. 't i ! 1 fROFMrD LAVVZ;Aa�O PUMC VtffY '1 101 ro c -L_ i• -r - -- - --- ,t - --- ------------c�-------- ---i �t FOTk9lIYAMQLgIfIN3'WCS-InT 'rOP I \ 1 / �e t� ` /; Y;, O r.. ,n •-., 1 s C. P. A v E! $ETa1LA -_ ::.�, r• � t }�� .. t,-r:'� z 'i , tqi �h4 � � � fnl td¢ it � \ VTUAYj Pt DRIN_tvAYp9L t IRA",1 1 t 1 Ctl3?NG Crr 9N. �R / i'W1fi.Y. Jt1. !b'!'T!N?• R I ry4; \ K = I I: j fMPrCI'U•t'P r=r2A0•r 9/ : - �t• �,. �. — ri; j t.— - H :,: a /r� xoamea!r:.rrtT•orlYArnzovaAar AurnDr N89'38'34"E - 305.84' t--! 4S89_4859" - 99 c S8 • •'''c: ' t �LOTB.v FC'LL^p2GS�:u7A2TA: P,PL PID: 3421-140-0000-000-3 v/�crtrcYrDrcrLnnc "" ttPYYIIKa CfG29 E¢Tr1AVD8a --- --- F&M, 10-PP/RE91VRA2l3ZMMIlk— I :`•a�r�. �`.4I', �a _ _ i LOCATION OF TESTS PROJECT: 581 Beach Avenue, Port Saint Lucie, Florida SHEET 10F 1 IV, 101 At ENGINEERING DRAWN J.L. "IJ . AVL AND TESTING DESIGNEDD NO J.K. PERMIT #: PROJECT #: 171887-b DATE: 06119/20i7 SCALE: NONE 4lPa�.111� r��nili�ika° Load Short Form AHU1 ProCalcs, LLC yr, Digitally signed by ThomasVPlatania CAC1815254PrOUM,uc—Date:2018.04.10 08:36:41 -"00' Job: Yancy Residence Date: Sept 19, 2017 By,. Eric Buchholz P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tomQprocalcsnetVdeb:oww.ProCales.NetLicense: CAC1815254RTIN#0106474 i For: Yancy Residence RECEIVED' 581 Beach Avenue, Port St Lucie, FL 34952 AUG 0 8 ;g Htg Clg Infit6ration Outside db (OF) 37 91 Method Blower door. Inside db (°F) 70 75 Shielding / stories 3 (partial) / 1 Design TD (OF) 33 16, Pressure /AVF 50 Pa / 1652 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference (grab) 29 54 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade . TRANE Model 4TWR6042H1 Cond 4TWR6042H1 AHRI ref 7563302 Coil TEM6AOC42H41++TDR AHRI ref 7563302 - Efficiency - 9 HSPF Heating input Heating output 39000 Btuh @ 47°F Temperature rise ' 26 OF Actual airflow 1367 cfm Airflowfactor 0.040' cfm/Btuh Static pressure 0.70 in H2O Space thermostat Capacity balance point = 33 OF Backup: Trane BAYHTR1508BRKC lnnl rt= R kW i7111nut = 97997 Rt11h 1 nn AFl IF Efficiency 13.0 EER,16 SEER Sensible cooling 32800 Btuh Latentcooling 8200 Btuh Total cooling 41000 Btuh Actual airflow 1367 cfm Airflowfactor 0.040 dm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 0.87 ROOM NAME Area OF) Htg load . (Btuh) Gg load (Btuh) HtgAVF (Cfin) CIgAVF (Cfm) LNDRY 130 3316 2239 132 90 RR KITCHEN 162 2000 3109j 79 125 OFFICE 78 1884 1652 75 66 ENTRY 117 1536 1656 61, 67 CMD 23 32 217 1 9 M BATH 93 2608 1525 103 61 M BED 243 5274 - 2263 209 . 91 DINING 206 5690 8034. 226 323 FR KITCHEN -141 2931 5752 116. 231 BED 2 192 5314 3318 211 133 : BATH 2 59 81 215 3 9 M WIC 92 128. 438 5 18 1 1%AK1(1- 1247 12C7G o2anO 4 A G 4 A C Calculations approved byACCAto meet all requirements of ManUM 116 COPY -Pp- Wrigh saf — 2018-Apr-10082824 Ai� RighFSlile®Universal 201818.0.11 RSU25344 Page J=K..,sidencelFlrelsQueriDocs%NtnlyResidenoe.np Calc=MJ8 Frord Door faces'. SE c x AHU1 1852 34469 34028 1367 1367 Other equip loads 0 0 Equip. @ 1.00 RSM 34028 Latent cooling 4987 Tt')TAI Q 4299 4AAR0 40n4G 49G7 4487 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. .� 'AM4d'T'IghtsClft°° 201 B-Apr-10 08:26:24 :�+�•- �•-a�•�; RIghFSu6e®Uriversal201818.0.11RSU25344 Paget N...sidercelFirelslCurertDocslYaryResidencenp Calc=MJB FrordDoor facesSE t Load Short Form L ., a�L�}EiIF_IIiT i1�:JG!1)L�(vKA' AI��U Job: Yancy Residence Data: Sept 19, 2017 By. Eric Buchholz ProCalcs, LLC P.O. Box882032, Port Sairt 1-We, FL 34988 Phone:772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net Licerse: CAC1815254 RTIN#0105474 For. Yancy Residence 581 Beach Avenue, Port St Lucie, FL 34952 Htg Clg Infiltration Outside db (OF) 37 91 Method Blower door Inside db (OF) 70 75 Shielding / stories 3 (partial) / 1 Design TD (*F) 33 16 Pressure /AVF 50 Pa / 1652 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference (grAb) 29 54 HEATING EQUIPMENT Make Amana PTAC Trade Model PTH123G******C* AHRI ref 8028533 Efficiency 0 HSPF Heating input Heating output 11500 Btuh @ 47°F Temperature rise 28 OF Actual airflow 370 cim Air flow factor 0.029 cfm/Btuh Static pressure 0 in H2O Space thermostat Capacity balance point = 0 OF Backup: Trane BAYHTR1608BRKC Innut = R kW_ 01 itnut = 2720 Rh th_ 1 fin AFUF COOLING EQUIPMENT Make Amana PTAC Trade Cond PTH123G******C* Coil AHRI ref 8028533 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 11.0 EER, 0 SEER 9600 Btuh 2400 Btuh 12000 Btuh 370 cfm 0.030 cfm/Bluh 0 in H2O 0.90 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (Cfm) (crM) COND GARAGE 627 12886 12193 370 370 AHU2 627 12886 12193 370 370 Other equip loads 0 0 Equip. @ 1.00 RSM 12193 Latent cooling 1395 IMIrAl C G07 47oca 41GQ7 17n 17n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018 Apr-10 082824 '�+u'rightso't'° ..��>+. .i+- �.•, Right-Sute®Uriversal201818.0.11 RSU25344 Page 3 A=...sidemeFirelslCurertDocs\`fancyResidencexW Calc=MJ8 Frord Door faces: SE ` 4 t Building Analysis ?16' AHU9 r aPR7,jlle ,i n0li f.7Ptrr. - ProCalcs, LLC Job: Yancy Residence Date: Sept 19, 2017 By Eric Buchholz P.O. Box 882032, Pon Saint Lude,FL34988Phone: 772-882-5700 Email: tom@proplcs.netWeb: www.ProCalcs.Net License: CAC1815264RnN00105474 For. Yancy Residence 581 Beach Avenue, Port St Lucie, FL 34952 Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Indoor temperature (OF) 70 75 Devation: 26 ft Design TD (OF) 33 16 Latitude: 28ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grub) 29.3 53.6 Dry bulb (OF) 37 91 Infiltration: Daily range (°F) - 15 ( L ) Method Blower door Wet bulb (° ) - 77 Shielding / stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 1652 cfm Heatin Component Btuh/f 2 Btuh % of load Walls 4.8 5559 .16.1 Glazing 19.2 7595 22.0 Doors 13.0 313 0.9 Ceilings 1.1 1979 5.7 Floors 4.2 7794 22.6 Infiltration 2.1 3273 9.5 Ducts 7957 23.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 34469 100.0 00 -o Component Btuh/f 2 Btuh % of load Walls 2.7 3146 9.2 Glazing 31.0 12257 36.0 Doors 11.7 282 0.8 Ceilings 1.4 2583 7.6 Floors 0 0 0 Infiltration 0.6 884 2.6 Ducts 9276 27.3 Ventilation 0 0 Internal gains 5600 16.5 Blower 0 0 Adjustments 0 Total 1 1 34028 100.0 Latent Cooling Load = 4987 Btuh Overall U-value = 0.132 BtuhffP-°F Data entries checked. - Ceilings ` -F[A- Apr rightsoft— 2018-Apr-100826:25 •w- -� � Right-SuteOUniversal 201818.0.11RSU25344 Page1 ..sidenoetFirelslCvrerRDocshNtnyResidencenp Calc=MJ8 Front Door faces: SE n L1p3i' JtjA 13Lfjg �'�itifi; . Building Analysis AHU2 ProCalcs, LLC Job: Yancy Residence Date: Sept 19, 2017 By. Eric Buchholz P.O. Box 882032, Port SairdLude,FL349BBPhone: 772-882-570D Email: tom@procalosnetweb:www.ProCals.NetLioanse:CAC1815254RT1N#0105474 L . - iruLIAA`7ll..WllJI�uUULL:.G5.11�� For. Yancy Residence 581 Beach Avenue, Port St. Lucie, FL 34952 Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Indoor temperature (OF) 70 75 Elevation: 26 ft Design TD (OF) 33 16 Latitude: 280N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 29.3 53.6 Dry bulb (OF) 37 91 Infiltration: Daily range -F) - 15 (L ) Method Blower door Wet bulb (° ) - 77 Shielding / stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 1652 clip � Heating Component BbahAft2 Btuh % of load Walls 4.8 2612 19.5 Glazing 0 0 0 Doors 20.0 3046 23.6 Ceilings 1.1 670 5.2 Floors . 5.3 3337 25.9 Infiltration 2.1 1401 10.9 Ducts 1920 14.9 Piping 0 0 Humidification 0 0 Ventilation U 0 Adjustments 0 Total 1 1128861 100.0 Cool in Component Btuh/ t2 Btuh % of load Walls 2.7 1421 11.7 Glazing 0 0 0 'Doors 18.1 2745 22.5 Ceilings 1.4 875 7.2 Floors 0 0 0 Infiltration 0.6 378 3.1 Ducts 2273 18.6 Ventilation 0 0 Internal gains 4500 36.9 Blower 0 0 Adjustments 0 Total 12193 100.0 Latent Cooling Load =1395 Btuh Overall U-value = 0.148 Btuhtt2- °F WARNING: windowto floor area ratio = 0.0%- less than 5%. Door: Ceilings Gains -Fla- vna ighotsa'I t 2018-Apr-1008:28:25 • A- * Rigtt Sdte® Uriversal 201818.0.11 RSU25344 Page t sidenoe'FirelslCwertDocsftncyResidence.np Calc=MJ8 FrordDoor faces: SE ' 6e Project Summary ` ►� AHU1 L1Jp��.;IIi.T�1uL'i1t1 j3rir - ProCalcs, LLC Job: Yancy Residence Date: SepL 19, 2017 By. Eric Buchholz P.O. Box882032, Port Said Lie, FL 34988 Phone:772-882-5700 Email: tom@procalcs net Web: www.ProCalcs.Net License: CAC1815264 RnNi10105474 - For. Yancy Residence 581 Beach Avenue, Port St Lucie, FL 34952 Notes: Kathleen S. Yancy, Architect 4217 Sunrise Blvd. Ft Pierce, FI 34982 (772) 475-3743' a Weather: St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 33 OF Design TD 16 OF Daily range Relative humidity L 50 % ,Moisture difference 54 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Structure 26512 Btuh Structure 24752 Btuh Duds 7957 Btuh Ducts 9276 Btuh Central vent (0 dm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh — Blower 0 Btuh Equipment load 34469 Btuh Use manufacturer's data y Rate/swingg multiplier 1.00 Infiltration Equipment sensible load 34028 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding / stories 3 (ardal) / 1 Pressure /AVF 50 Pa P1652 dm Structure 2407 Btuh Ducts 2679 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolin (none) Area (ftz) 1852 18 Equipment latent load 4987 Btuh Volume (fly 14813 14813 Airchanges/hour 0.36 020 Equipment Total Load (Sen+Lat)' 39015 Btuh Equiv. AVF (cfm) 89 50 Req. total capacity at 0.80 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60421-11 Cond 4TWR60421-11 AHRI ref 7563302 Coil TEM6AOC42H41++TDR AHRI ref 7563302 Efficiency 9 HSPF Heating input Heating output 39000 Btuh @ 47°F Temperature rise 26 OF Actual airflow 1367 cfin Air flow factor 0.040 dm/Btuh Static pressure 0.70 in H2O Space thermostat Capacity balance point = 33 OF Backup: Trane BAYHTR1508BRKC Input = 8 kW, Output = 27297 Btuh,100 AFUE Efficiency . 13.0 EER,16 SEER Sensible cooling 32800 Btuh Latent cooling 8200 Bluh Total cooling 41000 Btuh Actual airflow 1367 cfin Airflowfactor. 0.040 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 0.87 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A +10- tin rightsc3iFt - 201 &Apr-10 08 PighFSUtePage 1 b1y° ^-•+ -* ®Uriverml20l8l8.0.11 RSU25344 .-ddeme%Rnals\CuredDocsOranryrResidence.rtp Ce1c=MJ8 FrodDooriaces:SE Project Summary AHU2 ProCalcs, LLC Job: Yancy Residence Date: Sept 19, 2017 By. Eric Buchholz P.O. Box 882032, Port Saint Lucia, FL34988Phone: 772-882-5700 Email: torn@procairsnetWeb:w6mProCalcs.NetLicense: CAM 815254RTIN00106474 For. Yancy Residence 581 Beach Avenue, Port St Lucie, FL 34952 Notes: Kathleen S. Yancy, Architect 4217 Sunrise Blvd. Ft Pierce, FI 34982 (772) 475-3743 Weather. St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions, Outside db 37 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 33 OF Design TD 16 OF Daily range L Relative humidity 50 % Moisture difference 54 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10966 Btuh Structure 9919 Btuh • Duds . 1920 Btuh Duds -2273 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower r 0 Btuh Piping 0 Btuh. Equipment load 12886 Btuh Use manufacturer's data y Rate/swing multipplier 1.00 12193 Infiltration Equipment sensibleload Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding / stories 3 ( artial) / 1 Pressure /AVF 50 Pa P1652 dim Structure 774 Btuh Duds 621 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area.(ft� 627 627 Equipment latent load 1395 Btuh Volume (" 5015 5015 - Air changes/hour 0.46 025 Equipment Total Load (Sen+Lat) 13587 Btuh Equiu AVF (cfm) 38 21 Req. total capacity at 0.80 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Amana PTAC Make Amana PTAC Trade Trade Model PTH123G******C* Cond PTH123G******C* AHRI ref 8028533 Coil AHRI ref 8028533 Efficiency 0 HSPF Efficiency 11.0 EER, 0 SEER Heating input Sensible cooling 9600 Btuh Heating output 11500 Btuh @ 47°F Latent cooling 2400 Btuh Temperature rise 28 OF Total cooling 12000 Btuh Actual airflow 370 cfm Actual airflow 370 cfm Airflowfador 0.029 cfmA3tuh Airflowfactor 0.030 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point = 0 OF Backup: Trane BAYHTR1508BRKC Input = 8 kW, Output = 27297 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 86 Ed. vur¢ igFatsotTt� 201 8-Apr-1 0 08:26:25 P% Right -Suite® Uriversal 201818.0.11 RSU26344 Page 2 sidemelFlrelslCurrertDocs%YanLyResiderme.np Calc=MJS Front Door faces: SE u Job: YancyResldence Milk Right-J® Worksheet AHU1 Date: Sept 19, 2017 By: Eric Buchholz ProCafcs, LLC 1 P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tom@procalcsxetWeb: www.ProCalcs Net License: CAC1815254RMN#0105474 1 Room name AHU1 LNDRY - 2 3 Expo9edwall Room height 197.8 it 8.0 it 23.0 It 8.0 it heat/cool 4 5 Room dimensons Room area 1851.6 T 13.0 x 10.0 4 130.0 fe Ty Construction U-value Or HTM Area 1� number (BNhfitVq (Btuh/ft� or perimeter (10. Q3�h) or wmeter (ft) (B�h) Heat Cod Gross NIPS Heat, Cool Gross N/P/S Heat Cool ' 6 1qJ I-- G Block VNI4-1 AA5-2oui . -- . Block Wall 4-1 0.143 0.450 0.143 n n_. ne 4.78 _..16.03 4.78 vo „ 1206 270 198 47, 208 91 - 0 135 433 711 645 245 . - - 571 365 0 , 0 80 0 0- 56 0 0 267 0 0 151 V)I �L-_�C,` 11 10D-v 2 glazing, dr lowe Nock Wall 4-1 2 glazing, dr la*e 2 glazing, dr Iowa OA50 0.760 0.143 0.760 0,760 ne ne . e' a a 15.03 25.38 4.78 25.38 25.38 19.36 31.82 2.70 19.09 19.09 24 49 106 5 5 0 0 91 9 10 361 1244 -437 116 121 465 1560 247 87 91 24 0 0 0 0 0 0 0 0 0 361 0 0 0 0 465 0 0 0 0 2 glazing, dr low-e 11J0 . .... 0.760 0.600 a - . e 25.38 0.00 19.09 -0.00 5 0 10 0 . 126 ., .. , - 0 94 _-- _ ..0 0 . ,. .... 0 0 . - 0 0 0 0 0 Block Wall 4-1 2 0lazinq, tir lame- BlauWall4-1 0.143 0.750 0,143 se , se ' s 4.78 - 25.05 4.78 2.70 , _ - 18.92 270 . 400 - 21 82 379 41 78 1812 516 371 1025 390 ' 210 104 0 0 104 0 0 497 0 0 281 0 0 Wi �---G ,2glazngg, drio" Block Wall4.1 Block will4.1 2 glazing, dr tome 2 glazing, dr lowe _. 0.750 0.143 m43 0.450 0.460 . a, sw w w w , , 25.05 4.78 4,76 15.03 15.03 1&92 2.70 2.70 14.06 14.06 5 16 . 246 9 11 . , .. 10 96 ' 187 19 21 _ , . 119 76 894 140 160 . _ -_ . 90 _ 43 506 131 150 ,. 0 0 0 0 0 0 0 0 0 0 . - - .0 0 0 0 0 -0 0 0 0 0 W -- 2 glazing, dr Iowa 2 glazing, dr lowe 11 0 0.750 0.750 0.390 w w w 25.05 25.05 13.03 18.92 18.92 11.74. 10 5 24 19 10 24 239 124 313 180 94 282. 0 0 0 0 0 0 0 0 0 0 0 0 11JO Block Wall4-1 0.600 Q143 :..w, nw _ .0.00 4.78 .. 0.00 2.70 0. 388 .... - 0 187 0, 892 ' . _ -0 505 . , . 0 0 -. 0 0 0 0 , 0 0 w 2 glazing, dr lowe 2 glazing, dr lawe 4A5.2ovd 16C-30a1_ -. 0.760 0.760 0.450 , nw nw nw , 25.38 25.38 15.03 ,...1 31.82 31.82 26.80 _ .46 38 19 144 1852 0 0 0 85 960 493 2164 -1979 1203 618 3859 --_,2583 0 0 _ 0 -_-w300 0 0 0 130 0 0 0 _ 139 0 0 0 181. G f- C�- F 22A•tpm 1.180 - 39A1 0,00 1852 198 7794 0 .130 23 906 0 6 c) AED excursion 2674 -52 Envelope lose/gain 23240 18269 2170 1026 12 a) Infiltration 3273 884 380 103 b) Room ventilation 0 0 0 0 13 Internal gains Ocaa" c@ - 230 3 690 0 0 Applianor/other 4910 600 SubtoWQines6t013) 26512 24752 2551 1629 ` Lessedarnalload 0 0 0 0 Lesstransfer 0 0 0 0 14 Redistribution Subtotal 0 26512 0 24752 0 2551 0 1629 15 Ductloads 30% 37% 7957 9276 30% 37% 765 610 Total room load Air required (dm) 34469 1367 34028T7 1367 3318 132 2239 90 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ -- v!srV'�ti�idassdi 2018•Apr•1008:2625 wght.Suite®Universal 201818.0.11 RBU25344 ...ddemelFlrelstCurreriDocslNbncyResidenoenp Calc=MJ8 Front Door faces: SE Pagel ,751� Right-J® Worksheet �' AHU1 ProCalcs, LLC Job: Yancy Residence Date: Sept 19, 2017 By: . Eric Buchholz P.O. Box882032, Port Sairt Lucie, FL 34988 Phone:772-882-5700 Email: tom@proc alosmt Web: ~.ProCalcs.Net License: CAC1815254 RTIN00106474 1 Room name RRIQTCHEN OFRCE 2 Exposed well 14.5 ft 11.3 ft 3 Room height 8.0 ft , heaftol 8.0 ft heaftol 4 5 Room dimensions Room area 1.0 x 161.8 ft 161.8 ft' 1.0 x 77.9 ft 77.9 flz Ty Construction number U-value (BtuhliF'F) Or HTM (Btuhlft� Area (ff) or perimeter (ft) Load (Btuh) Area ( or perimeter (18 Load (fth) Heat Cod Gross NIPS Heat Cool Gross NIPIS Heat Cod 6 r-G Block Wall 4-1' 4A5.2ovd. .. Wall 4-1 0.143 0.450 0.143 n' n . ne 4.78 15.03 4.78 2.70 _ 12.06 2.70 0 _ 0- 0 6 0 0 "0 0 0 0 0 0 0 ,. 0 0 -0 0 0 0 0 0 0 0 0 ILIBlock 11 10D-v 2 glazing, dr lowe 0.450 0.760 ne ne 15.03 25.38 19.36 31.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Block Wall 4-1 2 glazing, dr lowe 2 glazing, dr lowe 0.143 0.760 0.760 a a a 4.78 25.38 25.38 2.70 19.09 19.09 0 0 0 0 0 0 0 0 0 0 0 0 81 5 5 77 5 5 368 116 121 208 87 91 2 glazing, cir lowe 0.760 a 25.38 19,09 0 0 0 0 5 5 126 94 11J0 , 0.600 a 0.00 0.00 . , 0.. 0 .. .- 0 - . 0 0 0, 0 0 VN ' , G IWI Block Wall 4-1 2 glazing, drlowe Blodk Wa114-1 0.143 0.750 0.143 se se , s 4.78 , 25.05 4.78 2.70 . 18.92 270 100 0 0 100 _ 0 0 478 . - -0 0 270 , 0 0 0 0 0 0 _0 0 0 0 0 0 0 0 - �--ka W 2 glazing, drlov,Le Block Wall 4-1 Blodk Wa114-1 0.750 0.143 0.143 -a sw w 25.05 4.78 4.78 18.92 2.70 2.70 0 16 0' 0 16 0 -.0- 76 0 _0 43 0 0 0 0 _ .. 0 0 0 0 0 0 0 0 0 2 glazing, drlowe 2glazing, drlowre 0.450 0.450 w w 15.03 15.03 14.06 14.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 glazing, cirlowe 2 gglazing, drlowe 11D0 0.750 0.750 0.390 w w w 25.05 25.05 13.03 18.92 18.92 11.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11JO Block Wall 4-1 0.600 0.143 ,w nw 0.00 4.78 0.00 2.70 0 0 0 0 _ 0 0 , 0 0 . 0 0 0 0 ,0 0 0 0 2glazing,drlowe 2 glazing, driovve 0.760 0.760 rrw nw 25.38 25.38 31.82 31.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ovd 0.450 nw 15.03 26.80 0 0 0 0 0 0 0 0 . C, ,. .- 16C-30a1 . _ 0.032 .. r 1.07 .. 1 AO . - 162 .. 162 173 _ 226 . 78 ... 78 , 83 . 109 F 22A7tpm 1.180 - 39A1 0.00 162 15 571 0 78 11 447 0 6 c) AED excursion -73 39 Envelope loss(gain 1298 467 1261 551 12 a) Infiltration 240 65 189 51 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 1 230 0 0 Applianceslother 1500 600 Subtotal( lines6to13) 1538 2261 1449 1202 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1538 2261 1449 1202 15 Dudloads 30% 37% 462 847 30% 37% 435 450 Total room load 2000 3109 1884 1652 Air required (dm) 79 125 75 66 Calculations approved bvACCA to meet all reouirements of Manual J 8ttt Ed. +- w�ri' pfnti�,3saed� 2018-Apr-1008:2625 RigFESrite®Uriversal201818.0.11RSU25344 Paget ddence+lralslCurertDocs\YaroyResidemaxW Caic=MJS Front Door faces: SE �-z ` � NGA Job: Yan Residence Right-J® Worksheet AHU1 Date: Sept 19, 2017 By. Eric Buchholz ProCalcs, LLC P.O. Box 882032, Port Saird Lude, FL 34988 Phone: 772-862-5700 Email: tom@procalcsnetWeb:www.ProCalcs.Net License:CAC1815254RTIN#0105474 1 Room name ENTRY CMD 2 ExposedMl 6.9 it 0 tt 3 Room height 8.0 It heall000l 8.0 it heaftol 4 5 Room dimensions Room area 1.0 x 117.4 it 117.4 If 1.0 x 23.4 it 23A iP Ty Construction U-value Or HTM Area (W) Load Area fl�Load number (BtuhAFLq (BtuW or perimeter (M (Btuh) or perimefer (it) (Bhih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S 'Heat Cool 6 IqJ �--G Block Wall 4-1 4A5-2odd Block Wall 4-1 0.143 0.450 0.143 n n ne 4.78 15.03 4.78 2.10 12.06 2.70 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 11 1013-v 2 glazing, cirlowe 0.450 0.760 ne ne 15.03 25.38 19.36 31.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Block Wall 4-1 2 glazing, dr lovae 2glazing,drlowe 0.143 0.760 0.760 a a a 4.78 25.38 25.38 2.70 19.09 19.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 glazing, dr lowe 11J0 ,. 0.760 0.600.. a a 26.38 0.00 19.09 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VU I---G Block Wall 4-1 2 glazing, dr (owe Block Well 4-1 0.143 0.750 Q143 se se s 4.78 25.05 4.78 2.70 18.92 2.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Udl I-(; 2 glazing, dr lovre Block Wall 4-1 0.750 0.143 s -. sw 25.05 4.78 18.92 2.70 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Block Wall 4-1 0.143 w 4.78 2.70 56 12 55 31 0 0 0 0 2 glazing, cirlowe 2 glazing, drlowe 0.450 0.450 w w 15.03 15.03 14.06 14.06 9 11 9 11 140 160 131 150 0 0 0 0 0 0 0 0 2 glazing, dr low-e 2 gglazing, dr lowe 11D0 0.750 0.750 0.390 w w w 25.05 25.05 13.03 18.92 18.92 11.74 0 0 24 0 0 24 0 0 313 0 0 282 0 0 0 0 0 0 0 0 0 0 0 0 11JO Block Wall 4-1 0.600 0.143 w rrw 0.00 4.78 0.00 2.70 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 W 2glazing, drlovve 2 glazing, dr low-e 0.760 0.760 nw nw 25.38 25.38 31.82 31-.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ovd 0.450 nw 15.03 26.80 0 0 0 0 0 0 0 0 C 16C30al 0.032 - 1.07 1.40 117 117 125 164 23 23 25 33 F 22A-tpm 1.180 - 39.4.1 0.00 117 7 273 0 23 0 0 0 6 c) AED excursion 416 5 Envelope loss/gain 1067 1174 25 28 12 a) Infiltration 115 31 0 0 b) Room ventilation 0 0 0 0 13 internal gains Occupants@ 230 0 0 0 0 Appliances(other 0 130 Subtotal Pines 6to 13) 1181 1205 25 158 Lessexdemaiload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1181 1205 25 158 15 Ductloads 30 6 37% 355 452 30 a 37% 7 59 Total room load 1536 1656 32 217 Air required (dm) 61 87 1 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ','P- 2018-Apr-100826:25 % ' Right-SUbeOUriversal 201818.0.11 RSU25344 Page 3 ...sldencel9rialslCrrrentDocsV(ancyResidence.np Ca1c=MJ8 Frord Door toes:SE Ri ht-orksheet -t� J® WJob: Yancy Residence AHU1 Him Date: Sept 19, 2017 By. . Eric Buchholz Pro6alcs, LLC P.O. Box 882032, Part Saint Lucie, FL34988Phone: 772-882-5700 Emall:tom@procalcssetWeb:www.ProCalcs.NetLicerse:CAC1815254RTIN#0105474 1 Room name M BATH M BED 2 Exposedvtiall 16.1 ft 35.2 1t 3 Room height 8.0 ft heall000l 8.0 ft heat/aool 4 5 Roan dimensions Roan area 1.0 x 92.5 It 925 ft2 1.0 x 242.6 ft 242.6 fF Ty Construdton U-value Or HTM Area (ftF Load Area (ft� Load number (BtuhMl-*n (Bluhlft� or perimeter (try (Btuh) or perimeter (it) (Btuh) Heat Cod Gross WIS Heat Cool Gross N)P/S Heat Cool 6 VU G Block Wall 4-1 4A5-2oud . Block Wall 4.1 GA43 ..... 0.450 0.143 ' n n . ne 4.78 15.03 4.78 2.70 . ,12.06 2.70 '0 . 0 0 - 0 _ 0 0 0 _ 0 0 _ .... 0 ... .. 0 0 124 47 0 76 -. 0 0 364 _ 711 0 - 206 571 0 11 10D-v 2 glazing, dr low a BIA Wa114-1 2 glazing, dr low-e - 2glazing, drlowe 2glazing, drlowe 11.10 ._ 0.450 0.760 0.143 0.760 0,760 0.760 0.600 ne ne e a a a . e ....,-0.00 15.03 25.38 4.78 25.38 25.38 25.38 19.36 31.82 2.70 19.09 19.09 19.09 . 0..00 0 0 0 0 0 0 .... 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,' 0 0 0 0 -14 0 0 0 _.... , .0 0 0 " 14 0 0 0 . ..._ 0 0 0 69 0 0 0 0 0 0 39 0 0 0 .. 0 VN t_--G T-GB61 Block Wall 4-1 2 glazing, dr lowelock Wall 4-1 2glazing;drlawe.... 0.143 " 0.750 6.143 se se s . 4.78 -25.05 4.78 2.70 18.92 2.70 0 _ . 0 64 0 0 '60 0 0 ' 285 0 . 0 1 .. 0 0 18 0 , , 4 0 18 0 0 85 0 0 48 Block Wall 4-1 B16& WA14-1. 2 glazing, dr lowe 2 glazing, dr low-e . ...0.750.."s._ 0.143 0.143 0.450 OA60 sw w w w . 25.05 4.78 4.78 15.03 15.03 .. .18.92 2.70 2.70 14.06 14.06 _ 5 0 < 64 0 0 _ 5._ 0 ' 50 0 0 '119 0 239 0 0 90 0 135 0 0 „0 0 126 0 0 -%0. 0 _ 126 0 0 0 0 " 600 0 0 0 0 339 0 0 W 2 glazing, dr lowe 2g1 Zng,drlowe 11 0 0.750 0.760 0.390 w w w 25.05 �25.05 13.03 18.92 18.92 11.74 10 _ 5 0. 10 5 0 239 124 0 180 94 0 0 0 0 0 0 0 0 0 0 0 0 0 W 11.10 , .. Block Wall 4-1 0.600 0.143 w nw _ ... 0.00 4.78 0.00 2.70 0 0 .. ,.... -0 0 0 0 _ 0 0 ,. .. -0 0 ... 0 0 0 0 2 glazing, dr low-e 2 glazing, dr lame 4A5.2ovd 16C-30a1 .. 0.760 0.760 0.460 0.032 nw nw nw _:-._. 25.38 25.38 15.03 ... 1.07. 31.82 31.82 26.80 IA.._: 0 0 0 .93 0 0 0 .. 93 0 0 0 .: ... 99 0 0 0 129 0 0 0 . .., -243 0 0 0 243 0 0 0 259 0 0 0 339 C .. F 22Artpm 1.180 - 39.41 0.00 93 16 634 0 243 35 1386 0 6 c) AED excursion 248 -53 Envelope loss(gain 1739 .1038 3475 1489 12 a) Infiltration 267 72 582 157 b) Room ventilation 0 0 0 0 13 Internal gains: Occupards@ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines6 to 13) 2006 1110 4056 1646 Lessedemaiload 0 0 0 0 Lesstransfer / 0 • 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2006 1110 4056 1646 15 Ductload5 30% 37% 602 416 30% 37% 1217 617 Total room load 1 1 2608 1526 1 5274 2263 Air required (dm) 103 611 1 209 91 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. weir i� pE�'iSa¢sd �" 2018•Apr--10 082625 j"�"• """-T'' "'r RigtfSuite® Uriversal 201818.0.11 RSU25344 Page 3S.-sidenceIRnals%CweriDocs%TUncyResidenee.rtp Calc-MJ8 Front Door faces: SE Job: Yancy Residence s�aac �t Right-J® Worksheet AHU1 Gate: SepL 19, 2017 By, Eric Buchholz ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procelcsnret Web: wmN.ProCaics.Net License: CAC1815254 RTIN #0106474 1 Room name DINING FIR 10TCHEN 2 Exposed v di 23.8 ft 14.5 ft 3 Room height &0 ft heaVood 8.0 ft heattool 4 5 Room dimensions Room area 1.0 x 205.5 ft 205.5 T 1.0 x 141.3 ft 141.3 fF Ty Construclion U-value Or HTM Area Area1� number (BtuhAN*9 (BbjW or petimetwer (fQ (B h) (f0 (B h) Heat Cod Gross . NIP/S Heat Cool Gross N/P/S Heat Cool 6 Vpl �-C BlockVVWI4-1 4A5-2ovd .- Block Wall 4-1 '0.1'43 0.450 0.143 ri _ n. - ne 4.18 15.03 4.78 2.10 - 12.06 2.70 14 0 0 14 0 0 69 .. -0 0 39 ., - _ 0 0 0 0 0 0 0 0 0 0 0 0 _0 0 W IL-_GG 11 1OD-v 2 glazing, dr low-e Block Wall 4.1 2glazing,drlowe 2 glazing, cir low2 0.450 0.760 0.143 0.760 0.760 ne ne e a a 16.03 25.38 4.78 25.38 25.38 19.36 31.82 2.70 19.09 19.09 0 0 0 0 0 0 0 0- 0 0 0 0 ---0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 _0 0 0 0 0 -6 0 0 0 0 0 0 0 2 glazing, dr low-e 11JO, . -. - _ ... 0.760 0.600 a ..-e 25.38 - .0.00 19.09 - .__ . 0.00 0 . _ . _ . 0 0 .. _ _ 0 0 ., - 0 0 .. 0 0 .. 0 0 - ,-0 0 , ,. 0 0 0 IhV �--_ Block VNI4-1 2 glazing, dr la*e , BlodiWall4-1 0.143 0.750 0.143 se se „ s 4.78 25,05 4.78 2.70 18.92 2.70 0 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _-G W 1--G 2glazing, drlow e .- . Block VNI4-1 Block Wall41 , ..., - 2 glazing, dr lowe 2glazing,drlowe , ._-..0.750 0.143 _. 0.143 0.450 OA50 .-s sw w w w ....25.05 4.78 4.78 15.03 15.03 18.92. 2.70 2.70 14.06 14.06 - .. 0 0 ., .. 0 0 0 0 0 . , , 0 0 0 0 0 ,. _ ...0 0 0 „__..._ 0 0 0 0 0 . 0 0 - 0 0 0 0 0 - ... _ .. _0 0 0 0 .., - 0 0 0 0 0 0 0 W . • _ 2glazing, drlowe 2 gglazing, dr lowe 11D0 0.750 0.750 0.390 w w w 25.05 25.05 13.03 18.92 18.92 11.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 11.10, _0 Block Wall 4-1 0.600 0,143 . W - nw - ..0.00 4.78 ' 0.00 2.70 , .. 0 176 -0 47 0--" 223 _ -0- 128 116 _ 0 44 . 0 210 0 119 .0 . 2 glazing, dr love 2 glazing, dr low-e 4A5.2ovd 16C-30a1 _. - _ . 0.760 0.760 0.450 ,. , 0.032 rrw nw row . - . 25.38 25.38 15.03 .... 1.07 31.82 31.82 26.80 _ 1.40 38 19 72 . 206 0 0 0 ,. .. 206 960 493 1082 - ....220 1203 618 1929 - 287 0 0 _ 72 ..... 141 0 0 0 " 141 0 0 1082 151 0 0 1929 197 1.180 - ,39.41 0.00 208 24 936 _ 0 141 15 571 0 6 c) AED excursion 1535 874 Envelopeloss/gain 3983 5738 2015 3120 12 a) Ircilt-4on 394 106 240 65 b) Room ventilation 0 01 0 0 13 Internal gains Oo uiwts @ 230 0 0 0 0 Applianoes(other 0 1000 Subtotal(linesM13) 4376 5844 2254 4184 Less examalload 0 0 0 0 Lessiransfer 0 0 0 0 Redisfibuton 0 0 0 0 14 Subblal 4376 5844 2254 4184 15 Dudloads 30o/a 37% 1313 2190 30% 37% 677 1568 Total room load 1 5690 8034 1 2931 . 5752 Air required (dm) 2261 323 1 1161 231 Calculations approved NACCA to meet all requirements of Manual J 8th FBI. `` wvripit`LzssE� 2016-ApM0082625 Rghl-SribAl.l iversa1201818.0.11 RSLI25344 Page s -sidenoelFinaisKCurrertDocslYbmyResidenceAp Calc=W8 FrordDoorfacexSE -� ,� - Ri ht-J® Worksheet .lob: YancyResldence .vror.u�ir Jf�n AHU1 Date: Sept 19, 2017 By: Eric Buchholz ProCatcs, LLC P.O. Box 882032, PortSam Lude, FL 34988 Phone: 772-882-5700, Email: tom@procalcs net Web:www.ProCalcs.Net License: CAC1815254 RTIN#0105474 1 Room name BED 2 BATH 2 2 Exposed wall 30.5 It 0 ft 3 Room height 8.0 ft _ heaVbDd 8.0 ft heat/cod 4 5 Room dimensions Room area 12.0 x 16.0 ft 192.0 T 6.5 x 9.0 ft 58.5 ft' Ty Construction U-value Or HTM Area (ft) Load Area11tt� Load number (Btuw-n (Bhrw or perimeter (tt) (Btuh) (ft) (Btrrh) Heat Cod Grow NIP/S Heat Cod Gross N/P/S Heat Cod 6 IbV L-- G Block Wall 4-1 4A5.2ovd . Block Wall 4-1 0.143 0.450 0.143 n n. ne 4.78 15.03 4.78 2.70 12.06 2.70 0 0 128 0 0 79 0 0 377 0 0 213 0 0 0 0 0 0 0 0 0 0 0 0 11 10D-v 2 glazing, dr lowe Block Wall 4-1 2 glazing, dr lowe 2 glazing, dr low-e 0.450 0.760 0.143 0.760 0.760 ne ne a a a 15.03 25.38 4.78 25.38 25.38 19.36 31.82 2.70 19.09 19.09 0 49 0 0 0 0 0 0 0 0 0 1244 0 0 0 0 1560 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 glazing, dr lowe 0.760 a 25.38 19.09 0 0 0 0 0 0 0 0 11,10 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 W I-G Block Wall 4-1 2glazinq,drlowe 0.143 0.750 se se 4.78 25.05 2.70 18.92 20 0 20 0 96 0 54 0 0 0 0 0 0 0 0 0 �i T-C Block Wa114-1 0.143 s 4.78 2.70 0 0 0 0 0 0 0 0 2glazing, drlowe Block Wall 4-1 0.750 0.143 s sw 25.05 4.78 18.92 2.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Block Wall 4-1 ' 0.143 w 4.78 2.70 0 0 0 0 0 0 0 0 2 glazing, dr lowe 2 glazing, dr lowe 0.450 0.450 w w 15.03 15.03 14.06 14.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 glazing, dr lowe 2 glazing, dr low-e 11DO 0.750 0.750 0.390 w w w 25.05 25.05 13.03 18.92 18.92 11.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11JO Block Wall4-1 - 0.600 0.143 w nw 0.00 4.78 0.00 2.70 0 96 0 96 0. 459 0 259 0 0 0 0 0 0 0 0 2 glazing, driowe 2 glazing, dr lowe 0.760 0.760 nw nw 25.38 25.38 31.82 31.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ovd 0.450 rw 15.03 26.80 0 0 0 0 0 0 0 0 C 16C-30al 0.032 - 1.07 1 A0 192 192 205 268 59 59 63 62 F 22A-tpm 1.180 - 39A1 0.00 192 31 1202 0 59 0 0 , 0 6 c) AED excursion -78 -5 Envelope loss(gain 3583 2277 63 77 12 a) Infiltration 504, 136 0 0 b) Roomventialion 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 ApplianoWother 0 80 Subtotal (Iines6to 13) 4087 2413 63 157 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4087 2413 63 157 15 Dudloads 30% 37%1 1227 904 30% 37% 19 59 Total room load 6314 3318 81 215 Air required (dm) 211 133 31 9 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. = - vv'rit+Fyhi:maz7ft-- 201 8-Apr-1 0 08:26:25 RlgWSute®Uriversal201818.0.11 RBU25344 Page ddenoenrials\CureriDocs\YanLyResidenoenp Calc=M,18 Front Door faoes:BE ' Right- Job: Yancy Residence J®Worksheet AHUI Dater SepL 19, 2017 By. Eric Buchholz ProCalcs, LLC P.O. Box882032, Port Saint Lucie, FL 34988 Phone:772-882-5700 Email: tom@procalcsnet Web: www.ProCalcs.Net License: CAC1815284 R11N#0105474 1 Room name MW IC LIVING 2 3 Fxiposedvvell Room height 0 it 8.0 it heaU000l 22-0 It 8.0 it heafl000l 4 5 Room dimensions Room area ' 1.0 x 92.4 1t 92.4 IF 1.0 . x 316.5 ft 316.5 tF Ty Construction number U-value (fthA -T) Or HTM (BtuhfiM Area or perimeter (II) (Bluh) Areaftt��Load (>t) (BWh) Heat Coal Gross N/P/S Heat Cool Gross WPM Heat Cod 6 Block WWI 4-1 4A5-2ovd Block Wall 4-1 0.143 0.450 0.143 n` .. n ...... ne 4.78 _ 15.03 4.78 2.70 , 12.06 2.10 0 - 0. 0 0 0 0 *0 .0 0 '0 0 0 0 . _ _ 0 0 0 0. 0 0 0 0 0 0 0 W 11 10D-v 2 glazing, dr lowe Blodk Wall4.1 " 2 glazing, dr law•e 2 glazing, dr lowe 0.450 0.760 0.143 0.760 0.760 ne ne e a a 15.03 25.38 4.78 25.38 25.38 19.36 31.82 170 19.09 19.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 .0 0 0 0 0 0 0 0 ESI�--k_� 2 glazing, dr lowe 11J0 ... _ .....- ., 0.760 0.600 a . _e 25.38 .0.00 19:09 , - 0.00 0 ..." ,0 0 ,.._ 0 0 _ -0- 0 „_ 0 0 .. -0 0 -.0 0 _ . _"-,0 0 __0 IN L- G Block Wall 4-1 2 glazing, dr lowe , , Block Wall 4-1 0,143 , , 0.750 0.143 se .se s 4.78 25.05 4.78 2.70 -_ 18.92 2.70 0 , , . , , 0 0 0 _ _ 0 0 0 0 0 0 _ , 0 0 176 .., • 21 0 165 21 0 742 516 0 420 390 0 2 glazing, dr lowe ... 9 Block WWI 4-1 .0.750 0.143 . ,s sw .25.06 4.78 18.92 2.70 .. 0 0 . 0 0 0 0 .... ... 0 0 ... _ .. 0 0 .. _.0 0 0 0 0 0 W Block VWI4-1 2 glazing, drlowe , 2 glazing, dr lowe 0.143 Q450 0.450 ink w w 4.76 15.03 15.03 2.70 14.06 14.06 ,0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 -0, 0 0 . -0 0 0 0 0 0 2 glazing, dr low2 2 gglazing, dr lowe 11D0 0.750 0.750 0.390 w w w 25.05 26.05 13.03 18.92 18.92 11.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 111.10 Block Wall 4-1 .,_ 0.600 0.143 ,w nw .0.00 4.78 .0.00 2.70 0 0 0 0 0 0 _,0 0 _. _ . 0 0 _ _ 0 0 . 0 0 0 0 glazing, dr lowe 2 glazing, dr law a 4A5.2oW- 16C-30a1 0.760 0.760 0.450 0.032 nw rrw nw . - 25.38 25.38 15.03 1.07 31.82 31.82 26.80 1 A0 0 0 0 _ . 92 0 0 0 ., 92 0 0 0 . '98 0 0 0 129 0 0 0 317 0 0 0 317, 0 0 0 338 0 0 0 442 t2 -G C F 22A-tpm 1.180 - 39A1 0.00 92 0 0 0 317 22 867 0 6 c) AED excursion -10 -84 Envelope loss(gain 99 119 2463 1167 12 a) brfiltration 0 0 364 98 b) Room ventilation 0 0 0 0 13 internal gains: Occupants@ 230 0 0 2 460 Applianceeother 200 900 Subllotal Qines6 to 13) 99 319 2827 2625 Lesse)enralload 0 0 0 0 14 Lesstransler Redistribution Subtotal 0 0 99 0 0 319 0 0 2827 0 0 2625 15 Dudioads - 30% 37% 30 119 30% 37%1 848 984 Total room load AU required (cliin) 128 61 438 181 3675 146 3609 145 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ -F--&A- 2018-Apr 100826:25 RigWSdte®Uridersal201818.0.11 RSU25344 Wig'...ddenoelFrecear lslCurrertDocs%YanyResidenp Calc=MJ8 Fror Door..%cesSE Pagel r- Right-J® Worksheet AHU2 ProCalcs, LLC Job: Yancy Residence Date: SepL 19, 2017 By: ' Eric Buchholz P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tom@procalcsnetWeb:www.ProCalcs.NstLicense: CAC1815254R11N#0105474 1 Room name AHU2 COND GARAGE 2 E4iOsed ill 84.7 It 84.7 ft 3 Room height &0 ft 8.0 ft heat/aool 4 5 Room dimensions Roan area 628.9 ft2 1.0 x 626.9 ft 626.9 ft' Ty Const udion number U-value (Btuhlit3-q Or HTM (Btuhfio Area (T) or perimeter (to Load (Bhth) Area ( or perimeter (1t) Load (Btuh) Heat Cod Gross NIPS Heat Cool Gross NIP/S Heat Cod 6 41V t-G Block Wall4-1" 0.143 ' n 4.78 2.70 84 84 403 228 64 84 403 228 4A5.2ovd _ Block Wall 4-1 0.450 0.143 n ne 0.00 0.00 0.00 0.00 0. 0 0 0 .0 0 0 0 0 0 0 0 0 0 _0 0 w 11 10D-v 2 glazing, dr lowe 0.450 0.760 ne ne 0.00 0.00 0.00 0.00 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 Blodk Wall4-1 2 glazing, dr low•e 2glazing, drlowe 0.143 0.760 0.760 a a a 4.78 0.00 0.00 2.70 0.00 0.00 167 0 0 143 0 0 682 0 0 386 0 0 167 0 0 143 0 0 682 0 0 386 0 0 2glazing, drlowe 11J0 . 0.760 0.600 a e . 0.00 20.04 0.00 18.06 0 24 0 24 0 _ .481 0 433 0 24 0 _ 24 0 _. 481 0 " 433 Block Wall 4-1 2 glazing, drlowe Block Wall 4-1 0.143 0.750 0.143 se se s 0.00 0.00 4.78 0.00 0.00 2.10 0 _ 0 228 0 0 228 0 0 1088 0 0 616 0 0 228 0 0 228 0 0 1088 0 0 616 4(U I--G 2glazing, drlawe Block Wall4-1 0.750 0.143 . s sw 0.00 0.00 0.00 0.00 0, 0 _ . 0 0 .._ _ . 0 0 .. 0 0 .. 0 0 0 0 0 0 0 0 w Block Wall41 2 glazing, dr Iowa 2 glazing, dr lowe 0.143 0.450 0.450 w w w 4.78 0.00 0.00 " 2.70 0.00 0.00 199 0 0 71 0 0 339 0 0 192 0 0 199 0 0 71 0 0 339 0 0 192 0 0 2 glazing, dr lowe 2 glazing, dr lowe 11DO 0.750 0.750 0.390 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11JO Block Wall 4-1 0.600 0.143 w mw _ 20.04 0.00 _ 18.06 0.00 128 0 128 0 .. " 2565 0 2312, 0 128 0 128 0 _ 2565 0 2312 0 2glazing,drlowe 2 glazing, drlowe 4A5.2ord 18C-30a1 _ . " 0.760 0.760 0.450 0.032 nw nw my - 0.00 0.00 0.00 1.07 0.00 0.00 0.00 1.40 0 0 0 " 627 0 0 0 627 0 0 0 '670 0 0 0 . " 875 0 0 0 627 0 0 0 827 0 0 0 670 0 0 0 875 C F 22/-tpm _ 1.180 - 39.41 0.00 627 85 3337 0 627 85 3337 0 6 c) AED excursion 0 0 Envelopeloss/gain 9565 5041 9565 5041 12 a) Infittrafion 1401 378 1401 378 b) Roomvenfilafion 0 0 0 0 13 Internal gains: Oc upart>s@ 230 0 0 0 0 Appliancestother 4500 4500 Subtotal Qines6 to 13) 10966 9919 10966 9919 Lem exlemalIoad 0 0 0 0 Lesstransier 0 0 0 0 Redistibufion 0 0 0 0 14 Subtotal 10966 9919 10966 9919 15 Dudloads 180/0 230/6 1920 2273 18% 23% 1920 2273 Total roan load 12888 121931 12886 12193 Air required (dm) 370 370 370 370 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4iQ-��_'sab+'+ �" 2018 Apr-10 082625 AN ' ' -' orrr Rlgtt Sdte® Universal 201818.0.11 RSU25344 Page 8 .-sldemelFlrelslCwertDocslYanyResidenoenp Calc=MJB Front Door faces: SE Job: Yancy Residence Duct System Summary Dale: Sept 19, 2017 „s AHU1 By: Eric Suchhofa ProCalcs, LLC P.O. Box882032, Port Saird Lucie, FL 34988 Phone:772-882-5700 Email: tom(d procalrs.ret Web: www.ProCalcs.Net License: CAC1815254 RTIN #0105474 For. Yancy Residence 581 Beach Avenue, Port St. Lucie, FL M952 Extemal static pressure Pressure losses Available static -pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.70 in H2O 0.28 in H2O 0.42 in H2O 0.263 / 0.157 in H2O 0.061 in/100ft 1367 cfirl 687 ft S°upply Branch Detail TabFe Cooling 0.70 in H2O 0.28 in H2O 0.42 in H2O 0.263 / 0.157 in H2O 01061 in/100ft 1367 cfm Name Design (Btuh) Htg 0M) Clg (cfm) Design FR Diam (in) H x W (n) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 c 215 3 9 0.205 4.0 Ox 0 MFx 8.5 120.0 stl BED 2 h 2657 106 67 0.199 6.0 Ox 0 MFx 7.3 125.0 st1 BED2-A h 2657 105 67 0.137 6.0 Ox0 MFx 17.3 175.0 stl CMD c 217 1 9 0.062 4.0 Ox 0 MFx 51.0 375.0 stl C DINING c 2008 56 81 0.103 6.0 Ox 0 MFx 29.7 225.0 stl DINING-B c 2008 56 81 0.079 6.0 Ox 0, VIFx 48.1 285.0 st1A DINING-C c 2008 56 81 0.086 6.0 Ox0 MFx 41.4 265.0 st1A DINING-D c 2008 56 81 0.097 6.0 Ox0 MFx 35.6 235.0 st1A ENTRY c 1656 61 67 0.065 -6.0 Ox 0 VIFx 50.2 355.0 stl C FR KITCHEN c 1438 29 58 0.119 5.0 Ox 0 MFx 21.2 200.0 stl FR KITCHEN -A c 1438 29 58 0.104 5.0 Ox 0 VIFx 23.5 230.0 stl FRKIrCHEN-B c 1438 29 58 0.123 5.0 Ox0 MFx 18A 195.0 st1 FR KITCHEN•C c 1438 29 58 0.097 5.0 Ox 0 VIFx 22.6 250.0 stl LIVING h 1225 49 48 0.082 4.0 Ox0 VIFx 38.0. 286.0 st1A LIVING -A h 1225 49 48 0.089 4.0 Ox0 VIFx 31.0 265.0 st1A LIVING-B h 1225 49 48 0.101 4.0 Ox 0 MFx 25.0 235.0 st1A LNDRY h 3316 132 90 0.200 7.0 Ox 0 MFx 6.7 125.0 stl M BATH h 2608 103 61 0.061 6.0 Ox 0 VIFx 55.7 375.0 stl C M BED h 2637 105 45 .0.076 6.0 Ox 0 MFx 52.7 295.0 stl B M BED•A h 2637 105 45 0.071 6.0 Ox 0 VIFx 59.3 310.0 stl B M WIC c 219 3 9 0.076 4.0 Ox 0 MFx 47.1 300.0 st1 B M WIC -A c 219 3 9 0.066 4.0 Ox 0 MFx 45.2 355.0 stl C OFFICE h 942 37 33 0.069 4.0 Ox 0 MFx 49.4 330.0 stl B OFFICE -A h 942 37 33 0.065 4.0 Ox 0 MFx 55.2 350.0 stl B RR KITCHEN c 1036 26 42 0.110 4.0 Ox0 MFx 14.0 225.0 st1 RRWCHEN-A c 1036 26 42 0.164 5.0 Ox0 MFx 15.5 145.0 st1 RRKITCHEN•B c 1036 26 42 0.104 4.0 Ox0 MFx 18.5 235.0 st1A Bold Italic values have been manually overridden A- warwigh8�aft, 201 8-Apr-10 082628 �n V,SFH .Y1Fa�.R »q Right-Suite®Uriversal201818.0.11RSU25344 Pagel AWK..sideme\FinalslCiareriDocs\NtnyResidenoeiup Calc=MJ8 Frond Door faces: SE Supply Trunk Defiail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (CIM) Orn) FR (fpm) (in) (n) Material Trunk st1A PeakAVF 796 740 0.061 819 14.7 14 x 10 RectFbg' st1 st1 PeakAVF 1367 1367 0.061 703 18.0 14 x 20 RectFbg st1B PeakAVF 455 311 0.061 779 11.9 14 x 6 RectFbg st1A st1 C PeakAVF 168 145 0.061 504 9.2 8 x 6 RectFbg st1 B Refiurn Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cim) (dm) M FR (fpm) (in) (in) Opening (in) Mat! Trunk rb8 Ox 0 319 179 194.2 0.081 478 15.7 12x 8 RtFg rt3 rb7 Ox 0 345 562 262.0 0.062 482 19.2 12x 14 RtFg rt3 rb2 Ox 0 211 133 124.0 0.126 474 7.7 8x 8 RtFg rt3 rb5 Ox 0 417 426 245.0 0.064 512 18.9 10x 12 RtFg r12 rb6 Ox 0 75 66 256.0 0.061 299 6.1 6x 6 RtFg rt2 Return Tj r'170 75 R Detai I bTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dm) FR Opm) (in) (in) Material Trunk rt3 PeakAVF 875 874 0.062 583 22.7 12 x 18 RectFbg rt1 rig PeakAVF .492 493 0.061 591 20.0 10 x 12 RectFbg rt1 rt1 PeakAVF 1367 1367 0.061 586 29.3 12 x 28 1 RectFbg Wdlltallc values have been manually oven kMl ® I�FTLSd 2018-Apr-10 0826:28 .w;a• �.s. ,R �u Pig tESUte®Uriversal201818.0.11 RSU25344 Paget AMN...sidenoeFialskCwertDom%NancyResidenoejw Calc=MJ8 Frorl Door faces: SE ` 1 ° ., � Duct System Summary INN ProCalcs, LLC Job: Yancy Residence Date: Sept 19, 2017 By. Eric Buchholz P.O. Box882032, Port Saint Lude, FL 34988 Phone:772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net Licerse: CAC1815254 RTIN40105474 For. Yancy Residence 581 Beach Avenue, Port St. Lucie, FL 34952 Extemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 370 cim. 0. ft Sup,�plry Branch Detail Table Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 370 cfm Name Design (Btuh) Htg Pm) Clg (cfm) Design FIR Diam (in) H x W (in) Duct Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk COND GARAGE -A c 12193 370 370 0 0 Ox 0 VIFx 0 0 Return Branch Detail Table Name Grille Size (in) Htg (dm) Clg (cfm) TEL (ft) Design FIR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 370 370 0 0 0 0 Ox 0 VIFx 2016 r-10 0826:28 z lugxriyPo Io Page3 �. RigtESte®Uriversa1201818,0.11 RSU25344 ri =K...sideraelFinalstCurertDocs\YancyResidenoenp Calc=MJ8 Frord Door faces: SE Static Pressure and Friction Rate Job: Yancy Residence ;,� ""��;�I����� ` Date: Sept 19, 2017 �4rai0:1 0 `!�u WAIL ..n'.. AHUI - By: Eric Buchholz. ProCalcs, LLC j P.O. Box 882032, Port SalrtLuie, FL 34988 Phom:772-882-5700 Email: tom@procalcsmat Web: www.ProCalcs.Net Licerse: CAC1815264 RTIN#6105474 For: Yancy Residence 581 Beads Avenue, Port St Lucie, FL 34952 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0.04 0.04 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.63 Filter/. 0.15 0.15 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.42 - 0.42 Total I Effective Length Supply Return Measured length of run -out 14 3 Measured length of trunk 42 59 Equivalent length of fittings 375 195 Total length 431 256 Total effective length 687 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.061 OK 0.061 OK Cooling (in/1 ON) 0.061 OK 0.051 OK Supply 2B0=20, 4W=35,11G=5,11G=5, 2B1=30, 2B0=20,12Q1=10, 2B1=30, 2B0--20,12Q2=5, 2B1=30, 2B2=35, USR1=130: TotalEL=375 Return 6M=20, 6A5=75, 6AB-25, 8E=10, 5A=40, 6AB--25: TotalEL=196 2018•Apr-10082628 - Rig" ite®Uriversal2018i8.0.i1 RSU25344 Page 1 N...sidencennalstCurertDocsXNbncrResidencajW Calc=MJ8 Fror2Door faces: SE Job: Yancy Residence �j Static Pressure and Friction Rate Date: Sept 19, 2017 <-:wua+�,llt�ucui8rs.n: Al7l/� U2 By. Eric Buchholz ProCalcs, LLC P.O. Box882032, Port Saint Lurie, FL 34988 Phone:772-882-5700 Email: tom@procalcs net Web: wnnv.ProCalcs.Net License: CAC1815254 RTIN#0105474 For. Yancy Residence 681 Beach Avenue, Port St Lucie, FL 34952 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0 0 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles. 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure , Total I EK c—U. 0051 Length supply Retum (ft) (ft) Measured length of run -out 0 . 0 Measured length of trunk 0 0 Equivalent length of fittings 0 0 Total length 0 0 Total effective length 0 Supply Duds Return Ducts Friction Rate Heating (in/100ft) 0 < 0.06 0 < 0.06 . Fit'ting E:guival.ent ffle"Mcfft hi'l Details supply. _ Return TotalEL=0 Cooling (in/100ft) 0 < 0.06 0 < 0.06 i wrtrP¢ightsay 2018•Apr-1008:25:28 v,s:• n,.,<,.,<.„rG�:; Right-SUta®Uriversal201818.0.11 RSU25344 Page 2 AGCN...sidencenrials%CurrertDocs\YancyResidence.np Calc=MJ8 Front Door faces: SE ;� Planning & Development Services Department RECEIVED Building &Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 46 -1553 AUG ®g ZOO$ Certification for Design Load Compliance ST, Lucia Geunty, Permitting Project Name: Yancy Residence Project Address: 581 Beach Avenue Permit #: Port St. Lucie, Florida Occupancy Type: R-3 Construction Type: 1 - B INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: _I X II III IV Exposure Category: B X C D 4. Design Wind Velocity' 10(U`n132(ASD) mph X ASD LRFD End Zone Width: 4 ft 5. Mean Roof Height < 15 ft Roof Pitch- 4•5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +22/-35 Zone 2: +221-60 Zone 3: +22/-89 Zone 4: +38/-41 Zone 5: +38/-51 Garage: +32/-39 7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? X Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Michael A. Lue, P.E. 47520 L Sign ture, Date, and Seal Print Name ML Engineering, Inc Cert # & Co. Cert Auth. 2030 37th Ave Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014 File Copy Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 1712-0753 .Owners Name Kathleen Yancy Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment's Windows Casement +36 / -39 +70 / -70.1 PGT Series "CA-740" NOA # 17-0614.14 1 See attached NOA ;a Casement/Fixed +36 / -39 +55.6 / -55.6 PGT Series "CA-740" NOA # 17-0614.14 1 See attached NOA Awning +38 / -51 +70 / -90 PGT Series "AW-740" NOA # 17-0614.20 1 See attached NOA Mullions +36 / -39 +160 / -160 PGT Series "PGT" NOA # 16-0218.03 N/A See attached NOA Fixed Glass N/A Not included in project Q1^�;MS N/A Not included in project SkylightsN/A Not included in project Sliding Glass Doors +34 / -43 +46.67 / -130 PGT Series "770-HP" NOA # 17-0420.13 G4 See attached NOA Swing Type Doors +34 / -43 +67 / -67 ThermaTru Smooth Star FL-5891.2 & FL-5891.5 N/A See attached NOA French Doors +34 / -37 +70 / -80 PGT Series "FD-750" NOA # 16-0629.16 A See attached NOA Garage Doors +32 / -39 +46 / -52 Clopay Modern Steel 9208 NOA # 16-0607.10 A See attached NOA Hurricane Protection N/A Not included in project Roof Ventilation CertainTeed 12" Unfiltered NOA# 15-0831.06 . N/A See attached NOA Roofing Material CertainTeed NOA# 16-1109.18 N/A See attached NOA ems. I have reviewed the above components or cladding and I have app®O_W� the wind loads and forces specified by current code provisions. v 0' Name: ML ENGINEERING Signature: Design prof: MICHAEL A. LUE Cert. No'• ro s j i` striJM. These products provide adequate resistance tory ate: 7-17-18 seal crs+e'' Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 1712-0753 Owners Name Kathleen Yancy Applicant: Underlayment I i I CertainTeed I Roofers Select I NOA# 14-1028.02 1 N/A I See attached NOA I have reviewed the above components or cladding and I have app .6a7tb9ir use in; is s care. These products provide adequate resistance to the wind loads and forces specified by current code provisions. • — ' ° _ o Name: ML ENGINEERING Signature: O o seal Design Prof.- MICHAEL A. LUE Cert.�Ic� 4�t�2 \�. ° C?� � Date: 7-17-18 sStnNA�- 5�� OMB No.166"00g30, 2018 i Date - Expiration Date: November U.S. DEPARTMENT Oa a9 men9 n MELJAND yCURITY Federal Emergency National Flood Insurance Program �ATION CER�iIFICATE ELF es 1 9. owner. Important: Follow the instructions on pa9 3 building bopy all pages of this Elevation Certificate and all attachments for (1) oommun'dy official, (2) insurance agenticompany, and ( ) FOR INSURANCE COMPANY USE SECTION A — PROPERTY INFORMATIONPolicy Number: A1. Building Owners Name Herbert & Kathleen Yancy A2. Building Street Address (including Apt, Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 581 Beach Ave. City port Saint Lucie State Florida Company NAIC Number ZIP Code 34952 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Lr�319ion. etc.) 3421-1140)000-2 together with 2� A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat 27 2Y 02-T Long. 080 20' 03.0' Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) NIA sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b NIA sq in d) Engineered flood openings? ❑ Yes [n No A9. For a building with an attached garage: a) Square footage of attached garage 627 sq It b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade none c) Total net area of flood openings in A9.b none sq in d) Engineered flood openings? ❑ Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State St Lucie County 120285 Saint Lucie Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s)/, Number Date Effective/ Zone(s) (Zone AO, use Base Flo Revised Date X X =NIA 0280 February 16, 2012 AE-6 AE-6 = 6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ B12. Is the building located in a Coastal. Barrier Resources System (CBRS) area or Designation Date: NIA ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. �, k, ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 581 Beach Ave. City State ZIP Code Company NAIC Number Port Saint Lucie Florida 34952 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings` ❑ Building Under Construction` ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: SLNF BM2 Vertical Datum: NAVD 1988 (elevation of 6.29 feet) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.20 ® feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NIA ❑ feet ❑ meters d) Attached garage (top of slab) 8.87 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building g 20 (air conditioner) ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.7 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.8 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.87 ® feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this CerfiFicate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Herbert E. Yancy, PSM LS4274 - Title Professional Surveyor & Mapper ? _, 'o Company Name_- Yancy & Inc.Scia crew, • ; ��� �\ Address 4217 Sunrise Blvd. -- City State ZIP Code Fort Pierce Florida 34982 Signature Date Telephone Ext December 20, 2017 772-519-6398 N/A Copy all paids of this Elevation Ce rate and chments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of eq ment a Vcation, per C2(e), if applicable) FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of b U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. r Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. Herbert &Kathleen Yancy A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number Box No. 581 Beach Ave. city Port Saint Lucie State ZIP Code Florida 34952 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 3421-114-0000.000-2 togetherwilh 3419-510-0231-000-9 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) Residential A5. Latitude/Longitude: Lat 27 20' 02.5° Long. 080 20' 03.0' Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosune(s): a) Square footage of crawlspace or enclosure(s) WA sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b WA sq in d) Engineered flood openings? ❑ Yes A No A9. For a building with an attached garage: a) Square footage of attached garage 627 sq It b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade none c) Total net area of flood openings in A9.b none sq in d) Engineered flood openings? ❑ Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State St Lucie County 120285 Saint Lucie Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Data Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date x x = N/A 0280 � February 16, 2012 AE-6 AE-6 = 6 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: WA ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 581 Beach Ave. City State ZIP Code Company NAIC Number Port Saint Lucie Florida 34952 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ®Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1--V30, V (with BFE), AR, AR/A, ARIAS, AR/A1-430, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: SLNF BM2 Vertical Datum: NAVD 1988 (elevation of 6.29 feet) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 © NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.20 ® feet ❑ meters b) Top of the next higher floor NIA ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NIA ❑ feet ❑ meters d) Attached garage (top of slab) 8.87 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building d i 20 (air conditioner) 9.) ® feet ❑ meters (Describe type of equipment and location in Comments) 7 0Lowest adjacent (finished) grade next to building (LAG) 8.® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.8 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.87 ® feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Herbert E. Yancy, PSM LS4274 - , .y ;�"Sim,r Title Professional Surveyor & Mapper Company Name Yancy & crew, Inc. - r = Jul 1 Address 4217 Sunrise Blvd. City State ZIP Code Fort Pierce Florida 34982 Signature Date Telephone Ext. December 20, 2017 772-519-6398 N/A Copy all pa s of this evation rcate an attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner. Comments (including type of eVpmeFTt arldlocation, per C2(e), if applicable) FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 2 of 6