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760 Paradise Ln RES20-0086 New Single Family Home City of Atlantic Beach APPLICATION NUMBER ji ;' A Building Department ` (To be assigned by the Building Department.) r 800 Seminole Road (/�,` Q :� r� Atlantic Beach, Florida 32233-5445 HR sr 2d2a R Es Z� '" Vo 8� MrPhone(904)247-5826 • Fax(904)2 8 -!�irfi E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / V 0 PP\(2.4\ E L Department review required Yes No .. uildinQ Applicant: � ��NC�� LL� (�(�_ Planning &Zoning Tree Administrator Project: 1 V EE L-U ( N LCA- . Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of,Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Rpproved. Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: r—i-Z-' TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 50 4dtie 'gi 2 - 0Q,,6 f _ /0.z, 14e'e , e. S3kr � 0Z...f." c1,,v--X Sr ; /mak/-® z _o la/itch. � X `o 5:3- r 66 erif-dvarir 71:1-9 -01-1 (.....--- MAP OF BOUNDARY SURVEY/ SITE PLAN DESCRIPTION: LOT 42, PARADISE PRESERVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE(S) 31, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C/L PARADISE LANE EI.8.06 'VARIABLE NIOTH R/N ..,.. p.8.19 11141114 .......... ASPHALT PAVEMENT"""""' ............... .....'�� H E EI-7.99 I-7.92 N.ET 1-6.49 F.I.P. 1/2• F.I.P. 1/2' EBS LB 1704 �SR9T35'50 5 °°'TP6M) ■ Imo.-_ — — SCALE: 1 " = 30 ' 1 (8.84) N L- H PRO:ED czt o • g B r �0.5'wr 2 20.33' 5.4' n w 12.50'rail6.17' ni �i. q Iw . 3 1. r i h o PRrPossi • I` 25TVAGJO OR 4 irEi ,,8 3 0. • > /760 nicti LOT 41 PROPOSEDE111 0o LOT 43 EL-10.50 =' CERTIFIED TO AND FOR THE E!-9 37p I AP oo EXCLUSIVE BENEFIT OF: (9 3 10.4' 18.67 5.33 _ ,-'fv ' BUCKY DAVIS P ,oso 8 8 $g 5.4 REVISED ERROR ON HOUSE ansim RTCH o 15.00'6 o PLAN ON 03/09/2020 19.17' I 1 STREET ADDRESS: 750 PAISE LANE JACKSONVILLE, FLORIDA � I ti to 0 0 0.7' 0 1' n rst 1.'y S69'34'51'W 54.61'(H) El-S.•' F.I. 1/2' � 509'36'50'N 55.00'(P) (9.90) F.I.P. 1/ LB 1704 REI 172386-1000 1 NOTES: - X DENOTES APPROXIMATE LOCATION OF SPOT ELEVATION - EL-8.00' DENOTES SPOT ELEVATION - (8.00') DENOTES PROPOSED ELVATIONS E BENCH MARK SET KITH NAIL 6 DISC AT THE NORTHEAST E CORNEA OF CAPTION PROPERTY AT EDGE OF PAVEMENT, E EL- 8.00',NAVD88 USING GPS. IMPERVIOUS SURFACES - 2139.30 SQUARE FEET. SURVEY NOTES.' /1 BEARINGS ARE BASED ON PLAT KITH THE NORTH LINE OF LOT 42, BEING 589'35'50"W. /2 UNDERGROUND UTILITIES FOUNDATIONS DR OTHER 1 U B L I C WORKS IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. /3 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP PANEL NO. 12031C 0408 J. EFFECTIVE 11/02/2018, THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE 'X'. { /APPROVED /4 THIS TITLEVSY SEARCH, TITLENOPINIONBENEFIT R TITLE INSURANCE.ABSTRACT, { } DENIED /5 DIMENSIONS ARE SHOWN IN FEET ANO DECIMALS THEREOF { } NOT APPLICABLE TO DEPT AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. o /5 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. a a /7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE o NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC NI RECORDS OF SAID COUNTY. m /8 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. APPROVED rn /9 TEMPORARY. NONPERMANENT IMPROVEMENTS ANO/OR MAN-MADE ITEMS al SUCH A5, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL, cn o STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY r [� BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON I. "T✓ ✓- - n THIS PROPERTY BUT NOT LOCATED OR SHOWN. ( ((// I 0 o /10 LEGAL DESCRIPTION PROVIDED BY CLIENT. .7 � 0 m /11 PROPOSED ELEVATIONS AND LOCATION OF PROPOSED HOME / V .- WERE SET BY SURVEYOR. THESE ARE SUBJECT TO CHANGE BY ARCHITECT, /1 / 114 N ENGINEER, ANO/OR CLIENT. FCLS ASSUMES NO RESPONSIBILITY/LIABILITY ,�,� G:. /�" m FOR PROPOSED ELEVATIONS DR PROPOSED LOCATION OF HONE l // - .. NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON y a THE FACE THEREOF. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY I9 o STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CLYDE 0. VAN KL EECFLORIDA:REGISTERED SURVEYOR AND MAPPER NO. 2546 CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS NOT VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED y\WRITTEN CONSENT OF THE SURVEYOR. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 o \ 0 wOHE -OVERHEAD ELECTRIC L 1/ F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT C.L.F.-CHAIN LINK FENCE ` F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY TWP - TOWNSHIP NV - WATER VALVE FOUND _RANGE N F -WOOD FENCE i F.I.P. - FOUND IRON IRON� U.E. - POINT OF EASEMENT PP..1.- POINT OF INTERSECTION (p - FPLAT C.B. -CHORD BEARING S.I.R.C. - SET IRON ROD AND CAP O.E. - DRAINAGE EASEMENT A/C - AIR CONDITION UNIT EB - ELECTRIC BOX MN -NATER METER F N60 - FOUND NAIL AND DISK C 6 G - CURB 6 GUTTER NTS - NO TO SCALE, CONC. - CONCRETE NP -WOOD POLE J�(M) - FIELD MEASLWEMENT RIM - RIGHT OF WAY 4' C.L.F. J( CB - CABLE BOX LP -LIGHT POLE (C) - CALCULATED MEASUREMENT CA - CENTERLINE 6' N.F. —/—/—/—/— PB - PHONE BOX WIN -MANHOLE U %� FIELD SURVEY DATE \ ( FIRST COAST LAND ( PROJECT INFORMATION SITE PLAN: 02/18/2020 SURVEYORS, INC. ORDER NO: 30760/30820 a BOUNDARY: 01/14/2020 DRAWN BY: KMP Z REVIEWED BY: HF LL, FORMBOARD 3161-4 ST JOHNS BLUFF ROAD S, JACKSONVILLE, FL.32246 '-' FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7764 CHECKED BY.' VAN FINAL _,/" WPM.CERTIFICATE NO. L 6225 FIRSTCOASTLANDSUFiVB EYING.COM / ` J MAP OF BOUNDARY SURVEY DESCRIPTION: EAST 1/2 LOT 9, BLOCK 48, OF RIVERSIDE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(S) 109 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. i ...............,:. .. i i N .(. . 1 P. g0 .......'.•.•.•.': ..: i .. ....• • o� -- . .50•.of 50• SCALE: 1 " = 30' .......�/ :'..M6`'"a,5p A6 F.7.•. 1/Z" .... •,. NO 1D • FDL1O X-WT LOT 10 ' '.., BLOCK 48 . ' .'.• VACANT \,;:::::. S EAST 1/2 V,: :,: NOT PART OF THIS SURVEY o LOT 9 BLOCK 48 '' ' VACANT m. g \' -� !' MLOT92 0' i's- '•{':a'.. BLOCK 48 N // Ti. • s /// lz LOT B . •• NBLOCK 48 A ` ':� .•. • A5"M F.I.P. 3/B• -"‘ ..7'...:':."....,..-:`,,.,.:• ::-.:!0. ' . :!`' 'A1* 5°' ��,�0) LB 6794 \' .�: ' SURVEY NOTES: �+: :: :.".I .. l 01 PLAT PROVIDES NO ANGLES OR BEARINGS THEREFORE THE BEARING \;:,14'%..-".:: -:.'.%.-../:`t // . ''''''''''•'•'• OF THE NORTHWEST LINE OF THE EAST 1/2 OF LOT 9, BLOCK 48, WAS l::. /j �)...'.'F:F.F: 3%8'•••••••'•'• SCALED FROM THE RECORD MAP AS BEING N65'41'34"E. 1•: • / 6 \-•• :...• // p9• .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 02 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER / 0 pO LOT 2 IMPROVEMENTS WERE MOT LOCATED BY THIS SURVEY. ..1....,--,, :a. 5.'..'. ......................."" ............ .. : BLOCK48 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY .....'............................ ''''' FIRM MAP PANEL NO. 12031C 0362 J, EFFECTIVE 11/02/2018, THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE "X F.I.P. 3/B• ' 04 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, A890CIATEO • TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. BL OT 48 CERTIFIED TO AND FOR THE /5 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF 1:::" EXCLUSIVE BENEFIT OF: AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. BUCKY DAVIS 06 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. UPDATED SCRIVENERS ERROR OF REAL ESTATE /7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE ON 01/23/2020 NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC STREET ADDRESS: RECORDS OF SAID COUNTY. /8 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. REf 090649-0000 0 OAK STREET ° JACKSONVILLE.FLORIDA L /9 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS o SUCH AS, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL. m STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY mo BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON m THIS PROPERTY BUT NOT LOCATED OR SHOWN. .- m /10 LEGAL DESCRIPTION PROVIDED BY CLIENT. m m #11 PROPOSED ELEVATIONS AND LOCATION OF PROPOSED HOME 1 WERE SET BY SURVEYOR, THESE ARE SUBJECT TO CHANGE BY ARCHITECT, / ,Cti o ENGINEER, AND/OR CLIENT. FCLS ASSUMES NO RESPONSIBILITY/LIABILITY o FOR PROPOSED ELEVATIONS OR PROPOSED LOCATION OF HOME / 'v'/ U m NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON �` Ai' r THE FACE THEREOF. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS f r m STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE �� n CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE CLYDE 0. VAN KLEE7k a RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS WRITTEN CONSENT OF THE SURVEYOR. FLORIDA ISTERED S 'VEYOR AND MAPPER NO. 2546 NOT VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED w SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 m/F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT OHE -OVERHEAD ELECTRIC \ C- F.I.R.C. - FOUND IRON ROO ANO CAP P.T. - POINT OF TANGENCY TNP - TOWNSHIP WV - NATER VALVE C.L.F.-CHAIN LINK FENCE 1 m - M.F. -WOOD FENCE F.I.R. - FOUND IRON PIO P.C. - POINT OFTY CURVATURE PGEFF) - FOUND C.B. -CHORD BEARING i F.I.P. - SOUND IRON PIPE U.E. - DRAINAGE EASEMENT P.I.- OF INTERSECTIONOUNh/,( -WATER METER Cr S.I.R.C. - SET IRON ROD AND CAP O.E. - DRAINAGE EASEMENT A/C - AIR CONDITION UNIT EB) - ELECTRIC BOX -WOOD F N60 - FOUND NAIL ANO DISK C 6 G - CURB 6 GUTTER NTS - MDT TO SCALZ� CONC. - CONCRETE wp -LIGHT m\ (H) - FIELD MEASUREMENT R/W - RIGHT OF WAY 4' C.L.F. J( CB - CABLE BOX LP J (C) - CALCULATED MEASUREMENT C/L - CENTERLINE 6' N.F. -/—/—/—/- PB PHONES BOX N/H -MANHOLE i ` i FIELD SURVEY DATE ( FIRST COAST LAND \ / PROJECT INFORMATION w PLOT PLAN SURVEYORS INC. ORDER NO: 30580 a BOUNDARY: 11/04/2019 s DRAWN BY: KMP z w FORMBOARD 3161-4 ST JOHNS BLUFF ROAD S, JACKSONVILLE, FL.32246 REVIEWED BY: HF J " FOUNDATION PHONE (90920 CERTIFICATE NO FAX LB 82254 779-7784 CHECKED BY.' VAN \FINAL J WWW.FIRSTCOASTLANDSURVEYING.COM J otAn;. City of Atlantic Beach APPLICATION NUMBER js ,.�i Building Department (To be assigned by the Building Department.) 800 Seminole Road r� ; Atlantic Beach, Florida 32233-5445 REszo �- Phone(904)247-5826 • Fax(904)247-5845 ^� I _r,3 o• E-mail: building-dept@coab.us Date routed: J di6 OP City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / l� Pc �A �5 E Li Department review required Yes No I ��uildina Applicant: P �F L-N C,t�C� „_Planning &Zoning Tree Administrator Project: ( NG LC=- t- fh I i_ S Public utilities=-' Public Safety Fire Services Review fee $ 50, (Ir) Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District < Army Corps of Engineers [ t Division of Hotels and Restaurants \�1 Division of Alcoholic Beverages and Tobacco V " Other: APPLIC ON STATUS Reviewing Department First Review: Approved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: —✓�— �Date: �-73 TREE ADMIN. Second Review: ❑Approved as revised. (Denied. I 1Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. I 'Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: 3 - 2 3 —Za Application#: as Z C) - 0 (0 Project Address: 760 ?/7 i2v�} j S L 691,-)E.- Check . 91,-)tCheck Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and / Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is ®/ Utilities needed, call 247-5878. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade SewerET Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ Backflow be provided or if there is a private well on the property. Backflow preventer ❑ ❑ must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements. Backflow 0 0 Requirement At a minimum,will require a double check backflow preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect & Cap Disconnect and cap water and sewer lines. 0 0 Inspection MUST call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines PRIOR to demolition. CI ❑ Utility All water&sewer utility connections must be inspected prior to cover up. Inspections Please call the inspection line at 247-5814 to schedule inspections 24 hours in D [Et/ advance. System All fees must be paid for water& sewer connections before meters will be set. Development Please call the finance department customer service line 247-5816 to Fees coordinate payment of fees. 0 0 flEim City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT II i-!1 902 Assisi Lane t �1Jacksonville, FL 32233 f;�,: '% (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 3— 23-2o Service Address 7t ' 0 a4z.91-)/SL=- (_iL ' Number of Units I Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) / New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer v' Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # eE-5 20 — 00 $co Water System Development Charge $ it /tid 1 CO Sewer System Development Charge $ (I, 0 CO,CZ Water Meter Only $ /8 on Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50 , 00 Other $ TOTAL $ , 1 c/25 . O(1 (Notes) APPROVED y Date 3- 23 — zieD Pu Iic Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED i `'vy''% Building Permit Application Updated 10/9/18 tl City of Atlantic Beach Building Department **ALL INFORMATION 0,3,� 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone:c (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: -7(ec7 0.racok.i5t, L4•01c Permit Number: RE Z_C).-COB Legal Description L,,s1- /Z r?arq,o). Se srrde_ 5-40,..0:„ RE# /7Z-3 76, -025-5-- Valuation of Work(Replacement Cost)$ 3(y` ?8 I Heated/Cooled SF 29SS- Non-Heated/Cooled 17/Ce.:, • Class of Work: Mew ❑Addition ❑Alteration ❑Repair ❑Move ODemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ,Wesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed project?i Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: I 4 1 Florida Product Approval# for multiple products use product approval form Property Owner Information Name n .0-c.Id -E1,.,Ic1.r , L- sLc Address 13$�G 4-4--1,....1,, &4 ' 2oy . City 51-,..AlL State F1 Zip 'ZL2S Phone LAW-G 24-bz VS' E-Mail ro.letn . 6,4.. dQ.ri S 61 `{Ma.1 •coi' Owner or gent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information /� '� Name of Company 54c- q }-ar;,, j��,,�at", LLC Qualifying Agent 124. f, eg��L t„b✓,•5 Address /3 B Si(� /4-fi-�a•-}f It/, k 0 2Dy City j ctsb�r,l4 State r-I Zip 312-26-- Office l2_2 rOffice Phone %/Oy G 2e... o 2_Lis- Job Site Contact Number 9C9 b7_G oL95 State Certification/Registration# C G /LS8 E-Mail - 1. , c_c_. al' G( o Architect Name&Phone# tel./n•e.4._ A:�f., 70y- o- Sorg?. Engineer's Name&Phone# K t2. toll /6-06-)/a.n Workers Compensation Insurer eke n••10}- OR ExemptX Expiration Date y-20- Z Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. C , WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O ' O( � ENCEME ` MAY RESULT I" YOUR PAYING TWICE FOR IMPROVEMENT 0 YOU' 'ROP R/f. A'OINTEND TO 0: e N FINA CONSULT WITH YOUR LE 0 ER S R AN ': -'iORNE :EFOR Il REC 0 ' ') / 5 4 R N?TICE O' COMMENCEMENT. (Signature of Owner or Agent) f (Signature of Contractor) ned an sworn to(or affir d) •efore hist !0 dayof d and worn to(or affi )before aik is I II day of Zoz ,by C.-,k f -- y - ZaZe..?by. : •.a1�1�.' t .. TONI GINDLESP:• "`=�' 's' 7 it eitr lo� Arvt' ., _ .�:._._� fart) ... 111111.2111111 ?'. c*: MY COMMISSION#ti' 33178;',1 t;i,. r;Di,�.�,;:':' E• ="••r A.-.9-q• EXPIRES:Octobe ;202 --„; •I MY r:OV, SION GC 35 8 =ot • TONI ' .,.Far p� obn�I AR 0\-q`.0 " L:APIRE_: -6 ?;123 [ ]Personally Known OR �, , GINpLESPERGER , --- --- ---- auc:>-.,i I.:,;N .,,,,r`,. *� at_ MY OOMMISSION#G0 353178 b tc�1,,qan�nurs [ ]Produced Identificati.' o. Type of Identification: . a . '1"444441 ----7- Type of Identification: , �f..?:-,:?�'� :• SPIRES:October 6,2023 Y't �tcUnden;rltors z r- a O .-o 5. -4 P.i A I..1 '" O N00'23'10"W 102.00'(P) ?.i —CL-_ _ NO0'27'50"W 102.09'(M) 10' ENERGENCY ACCESS I- �� EASfNENT FOR THE - - n . OF ATLANTIC BEACHCH • ED les \ s nr rza •stil v rh ai6. \ v \ 7171"-- -'d a so I xi % �� 4m%omn<o o • a Fm O 0 0o co \ m ED ED \ rT I •: 2 •=R1 a3 .p M " • • • o N00 21'40"N 102.06'(M) o N00'23'10'N 102.00'(P) w r- '27E-' . CD —I O D W D2 rA SCALE:1"-16' / 59 n iia ro r„ n� 2 vg oN a iiF N' N P V 4 t W O RE`NIE'S: s 9 q - ,`A&X LAM)PLANNING&DESIGN b Lot 42 Inc. m m K .F Paradise Preserve PSLONF(9o41476-969s P F r Paradise Lane 426 TORTOISE TRACE,SAINT JOINS,FLORIDA 32259 Atlantic Beach,FL DIMAID AICL97.ND�((PL7L'MNI?IGQ�CO.TlCAS7.NfT/� 9:rLsto r eei 101 LOr 42 PARADXC RESERVE PARADISE LANE ATLANTIC BEA^.µR. I 1 ••--, 0, 0'.4\ • • • • C/L PARADISE LANE P F VARIABLE WIDTH R/W . . . _ . .23 • : • •• • ASPHALT PAVEMENT . .•.•.•.'. . .•... . ho 8 -- 0 1--,� Pine 16" it o� 2# Poor Health EB0 E~w V MM J 7.5' JEA I Li U ! H 4"Winged Elm(1) Zre ; N °'`.�-`` 8"Sabal Palm(1) d a �I X Tree Removed 0 0 ♦� �' 8"Sabal Palm(1) JC -'i1 O Tree Planted a —1 ddd N cV -.��%% Oak 30' a)u- a O O i y N i as %. „ v a 5; a> 00 // ,/ i� J N @� • N ti I1 �� 0.3' Tree Mitigation(All Trees Over 6"Caliper) m a 3 i 0 0 % PROPOSED j Tree inches removed: 56" a_ ¢ F 22 � / 2 STORY HOME / Tree Mitigation inches required: 28" 8 .g, / VACANT 1 (e; Fn eTh C/L PARADISE LANE " "� .57L T FENCE VARIABLE WIDTH R/W P A onsIn.lon SpNllmtbn. _ m,.h.lphtofaNt net....d36In.... • 08 Nage hag t Ndt moveroexceed Nil..np. ASPHALT PAVEMENT'.. ... .. .. . . h o if poss.a`h.Ilter a rent..am a .. . . . . . .. .... .... ...... ca all a am of j.nt..Alien,tet. n.n.ear ate,cloth e•`e ncea only at sup t •• •• • ��t g V. e{ fastenedtyt ehhehl ost 6"�-hdn rnotrimten of t may R O� ' securely h'lo the grounaceel d of 121.nnes).Men Petra W n V^ '''4 ry strata.rmnc ie used without the wee support I.e.poet p y W ;Nall not meed 6 feet.Turn the albs of the No. �` ,w A vnn Nall he excavated Wax..Illy a hl,.s wide and c ` N F 6 Indra.deep along the line poste and up..from the �1 c4 d P Sy imm�r:tawae-.bmgM mw lark 1s used,a...meth Pine 16" \ xh Ci .Ogen Ina.hall to fastened»curdy to tn.opal,.la. \ 3 •y Bele using heavy duty.i.wide at le. Poor Health •c a fi X It'tk min or hop Mg.• vine Nm extend Into Ma 2 Intim tr anal tl a sense o M Won —T— ti 36 InNn above 1.Mynd wound surto.. �{ ilr..tmdonMetreq.!1 Imrk Mat O.m.hl Ned m ik ti p e fence.abeve ak la"Nell t:tonroma 1•6106.6.mere Manu _\ 7.5�JEA—E.Mall net be mooted to Intiellm Mem. \ — I II 31 When extra-.benoloow pos M Ater k cod claw .patlnp as u..d.N.. mash stamen len..may w albnhO.ad.Y O ▪ a cams,the filer fad,le meed a Mead abactly w pit to Me putts `e shall be Wall.ane the m.compacted aver D�age —\ J 10 M:tins trench nun fNrk I FI,/ I Q All m pia.d m the toe of a Pepe Nd1 be a.1 al h9 I N. 0 Increase p ulna a"n.a. Nal�b a « .y ha.eery.their o rn f. in Oak 18",8 t (n ▪ /d p.a.Out of before Neu area hal been Q Q \ •/ b.on magma. b.bM Me I a finch o bee removal ,Oak 30"X •lion n den.,. any O O i� m J in f ...nae In.Ia.P«ted moldy Silt Fence •m 1 .am.M tte t.tarn(t/Y H to hr.), �`I�^I • //� �`jj/� N N U :y°mw °rune.ndI e.t e ,f f it..se r.),k:nm % N N J @ be en It t. CD cl me rent..dm I.n shall top. 1por other..etab.W°. p C0 ��/j / I Al'd N m t�v Eki I 0.3' m ti m DMA 5111161.1 Kt= MINO1M net w P.0.r o o ilt.� j j Z Z I `>` / 2 S�OR�SHOME nuop MST ' -- g� / VACANT j encu :I ee.�� _ / #760 ii—� �_ j r� O wwa j LOT 42 p • / PROPOSED 77ra/ LOT 41 I.1-0.is LOT 43 § I! .r.,.al Am Ir W /j EL=10.50 II v , Il � ) //%II // CI O coo Pt 00 DATE: Aon I SOW t T YI PNO,EOT NO.•7016.14 1g 6 ra Silt Fence I 4 o DESIGNED er•UP man 'ma 0m1 ORA.Dr' K...,GRECKOUR STANDARD DETAIL ALTERNATE DETAIL rY, I Drainage • ; FD Br 'P. Flow o0 •••r•-•,favor mu w.,,.:16.10161. r c I. e.f B.f. 3.f. 3.f. �'"r ROME OMNI? I ;1 N SHEET RITE 61106.1 emu MO TMs even,'®omm _ _ — —o _ oo EROSION & • ",'`"`a'Ilivel.IL .OM1 SILT FENCE 589'34'51"W 54.81'(M) 22 i^ SEDIMENT CONTROL ▪ roNORM ar.°UMW /�/ S89'36'50"W 55.00'(P) ^ RE# • 172386-1000 00,j:) S H E E T o Vl ~ a. RN00'23'10"W 102.00'(P) o N00'27'50"W 102.09'(M) r -- -r..r. -s. --.r. --mss--tr r--fir. 10' EMERGENCY ACCESS EASEMENT FON THE CITY �' OF ATLANTIC BEACH I r a ' rn co 33 \ ,,nom-$oasoo n �',lp-ivc)z)v \ • 1 �� " n "1 ao'zoa \ ' 0 o�I \\ IZI \\\ o on' i;m te•' — i.6,22 m =rn P ® \ \ �\ kI,llr1==iwC m -, , =n •a NO0'21'40'W 102.06'(M) o _ i N00'23'10'W 102.00'(P) ws - F r o 8 P —I H a D w SCALE:1"=16' ./ f'•,C.)51 �' J V - o gg pp $ i REN9p6: e 5 e A.&9C LAND PL.AN:WING&DESIGNN Z m Lot az Inc. m m a Paradise Preserve PHONE,(9041476.692 CA Z F g Paradise Lane 4T67ORYOI5E7hRCS S t'4TJ07LN5,fLOR1D71 33z59 --i z E947UL:717CL71NDPL7LMMNGQ�CO�1C91.S0:NE7 Atlantic Beach,FL xthrife.667TTz=2" /716 LOT u PMRADCC PRCOC!/E.PARADIDC LAVE.ATLANTIC OP-AOL R 1 b(---7 0'... \ C/L PARADISE LANE P `4� . VARIABLE WIDTH R/W . . ..... . . tt,o ASPHALT PAVEMENT'.'.'.','.'.'.','.':. -x(29 sf)SOD t-, y S V �. (1 ,942 sf)SOP E8 F B - I \ K c- t — r(I 36 sf)SOD 4"Winged Elm(1) ' —�1 " ig Asiatic Jasmine(24) I - 8"Sabal Palm(1) II I ;_I Ig Agapanthus(10) `— 0 iii 0000000 k(7 8" Sabal Palm(1) Q J O - 'A' 3g Muhly G6) m 4 Grass( 1gBoxwood(16 000000 : .I o c LL 3g Podocarpus(6) o' jj/j/ ° csi e' ' m a a � a) n / ,./ Iwe� 3g Podocarpus(6) o L F of/ /' Com_ 3g Walters Viburnum(14) m CO m • w�^0 / 0 0- 1 . 2STOYHOME 0 $ 0+ 1 .,0 / #760 0 v + R,�� / LOT 42 PROPOSED LOT 41 i::? '�"'� FFE 0 LOT 43 W r0 / EL=10.50 0 0/ 0 a 0 / // j/ 0 Existing Fence 3g Walters Viburnum(10) I . ./0 '1 3g Splitleaf Philodendron(3) 1 ',=A j 0 g,:,. W COO DATE: eun I 10.10 II •07 lJ�.0 • • PHDECT HD. CD., Existing Fence--moi i -- o DEso,m By "Aw III DRAWN BT' xeR I CHECKED BY KAR SCALE �' it O SHEET LA 4"Winged Elm(3) 15 Biles. ^ LANDSCAPE c •l °' PLAN Existing Fence V0 4'55 1 (M)' Z :9'36'50"W -.10'(P) RE# 172386-1000 O� L—5 S H E E T} C:7),,; City of Atlantic Beach APPLICATION NUMBER fa:::: ; , Building Department (To be assigned by the Building Department.) .f:,, 800 SeminolecRoad R ES Zo y CU B� Atlantic Beach, Florida 32233-5445 I lPhone(904)247-5826 • Fax(904)247-5845 '%' E-mail: building-dept@coab.us Datuted: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / V O PRA v. E L Department review required Ye No 4uildina V Applicant: Pg,t(uC,,Fk Li:-... C,iTh( -, Planning &Zoning ``\ \ / Tree Administrator Project: I �1J ( N _ L = II i ' •.. -PubIis-Lttilities---' Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transport8tion St.Johns River Water Management District ( (� Army Corps of Engineers [ C f Division of Hotels and Restaurants; V O 1 O c' 1 p Division of Alcoholic Beverages and Tobacco �/ Other: C APPLICATION STATUS �Op r Reviewing Department First Review: Vroved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �/�� Reviewed by: i' / Date: VS/ZD TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. F 'Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 11A11:r. City of Atlantic Beach APPLICATION NUMBER jS 01' Building Department (To be assigned by the Building Department.) 800 Seminole Road 0 Atlantic Beach, Florida 32233-5445 R Es Q zo - OD s Phone(904)247-5826 " Fax(904)247-5845 ( ^ ,t �? E-mail: building-dept@coab.us Date routed: 3/ `� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 700 0 Ptc\i2.P\ epartment review required Yes No �$uildina Applicant: �J��NC1�l L� C,iJ(� ,Planning &Zoning 1\-.) \ Tree Administrator Project: 1 vJ ( N l L I _ �.:.._�. .s Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District (� Army Corps of Engineers [ \ f Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. Not applicable (Circle one.) Comments: BUILDING �! elt. ry,,pi,)— PLANNING &ZONING Reviewed b _ Date: TREE ADMIN. Second Review: 'Approved as revised. I 'Denied. I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I lApproved as revised. I !Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): Z Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: pV ...) Flood Zone: X Minimum FFE: /0. SO BUILDING INFORMATION: Construction Type: U Occupancy Group: S� n �{ -rot 111- (i E 7 Number of stories: 2 Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: OFFICE COPY )v PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) Cbcm *Project Address: 760 Paradise Lane Permit#: /2e-S0/O *Owner/Project Name: Springfield Builders, LLC/ Future Residence Lot42 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging Plastpro Craftsman 15180.16 2.Sliding MI 910 Patio Door 17880.02 3.Sectional 4. Garage Roll-Up CHI Overhead 15074 5.Automatic 6.Other B.WINDOWS 1.Single hung MI 3540 17676.1 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed MI 3540 17676.1 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding Hardie Smooth Lap 13209 2.Soffits Hardie 13265 3. EIFS 4.Storefronts OFFICE COPY 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D. ROOFING PRODUCTS 1.Asphalt shingles Tamko Heritage Premium 18355.1 2. Underlayments Qw cAs O -";,.1 ..o U).Za 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14.Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels OFFICE COPY 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS c. wood Simpson 2355 connector/anchor 2.Truss plates 3. Engineered lumber Ga. Pacific 20231 4. Railing 5.Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2.Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. /7-?1-At *Contractor Name (Print Name):Ralph Buck Davis *Contractor Signature/' *Company Name: Springfield Builders, LLC *Mailing Address: 13846 Atlantic Blvd. #204 *City: Jacksonville *State: Florida *Zip Code: 32225 *Telephone Number: *E-mail Address: ralph.buck.davis@gmail.corn Cell Phone Number: (404) 626-0245 Fax Number: OFFICE COPY Page 4 of 4 Updated 10/17/18 FORM R405-2017 OFFICE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: PARADIS OT 42 Builder Name: Marco Heating&Air Inc Street: 71:)E, ?ab;c t La ns.. Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number: Owner: SPRINGFIELD BUILDERS.LLC Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3008.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=13.0 1548.00 ft2 b.Frame-Wood,Exterior R=19.0 1460.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1726.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 1518.00 ft2 6. Conditioned floor area above grade(ft2) 2955 b.Under Attic(Vented) R=19.0 208.00 ft2 ft Conditioned floor area below grade(ft2) 0 c.N/A R= 2 11.Ducts R ft2 7. Windows(472.9 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 278 a. U-Factor: Dbl,U=0.33 424.92 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 131 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.55 48.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 17.8 SEER:14.00 b.Central Unit 22.2 SEER:14.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.8 HSPF:8.20 SHGC: b.Electric Heat Pump 22.2 HSPF:8.20 Area Weighted Average Overhang Depth: 7.709 ft. Area Weighted Average SHGC: 0.223 14.Hot water systems Types (2955.0 sqft.) Insulation Area a. Electric Cap:50 gallons9 8. Floor T yp EF:0.999 a.Slab-On-Grade Edge Insulation R=0.0 1389.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1264.00 ft2 None c.other(see details) R= 302.00 ft2 15.Credits CF, Pstat Glass/Floor Area: 0.160 Total Proposed Modified Loads: 68.17 PASS Total Baseline Loads: 74.49 I hereby certify that the plans and specifications covered by Review of the plans and :,,:`'* WE STAPE'•.... this calculation are in compliance with the Florida Energy specifications covered by this ,` ♦• . „n- i•::. O� .� Code. calculation indicates compliance ..1.co ..a„ • = with the Florida Energy Code. s t;.'n�,,, �- PREPA Before construction is completed :-w DATE: 0/1/2.0 _ this building will be inspected for 0`,.. J ,I compliance with Section 553.908 • ' I hereby certify that t ' bui .ing, as d ed, is in; ompliance......77, Florida Statutes. �L rl;'-•• -~s Kr:. �•-* with the Florida Ene gy C,•I. �'' COD wEl4J OWNER/AGENT. - BUILDING OFFICIAL: •• DATE: 3- /6--Z t> DATE: 3/2ZJ/ZOLO - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: PARADISE LOT 42 Bedrooms: 1 Address Type: Lot Information Building Type: User Conditioned Area: 2955 Lot# 42 Owner Name: SPRINGFIELD BUILDERS.L Total Stories: 2 Block/Subdivision: PARADISE #of Units: 1 Worst Case: No PlatBook: Builder Name: Marco Heating&Air Inc Rotate Angle: 180 Street: Permit Office: DUVAL CNTY Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 DOWN 1389 13890 2 UP 1566 14094 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1389 13890 Yes 1 1 1 Yes Yes Yes 2 BEDS 1566 14094 No 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 146 ft 0 1389 ft2 ____ 0.3 0.3 0.4 2 Floor Over Other Space BEDS ____ ____ 1264 ft2 0 0.3 0.3 0.4 3 Floor over Garage BEDS ____ ____ 302 ft2 0 0.3 0.3 0.4 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1930 ft2 0 ft2 Medium N 0.9 No 0.9 No 0 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1726 ft2 N N 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 Blown 124 ft2 0.1 Wood 2 Under Attic(Vented) BEDS 38 Blown 1394 ft2 0.1 Wood 3 Under Attic(Vented) BEDS 19 Blown 172 ft2 0.11 Wood 4 Under Attic(Vented) Main 19 Blown 36 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V * Omt To Wall Type Space R-Vara Ft In Ft In Area R-Value Frartinn Ahgnr Grade° 1 N=>S Exterior Frame-Wood Main 19 37 0 10 0 370.0 ft2 0 0.22 0.01 0 2 E=>W Exterior Frame-Wood Main 19 52 0 10 0 520.0 ft2 0 0.22 0.01 0 _ 3 S=>N Exterior Frame-Wood Main 19 19 0 10 0 190.0 ft2 0 0.22 0.01 0 4 W=>E Exterior Frame-Wood Main 19 38 0 10 0 380.0 ft2 0 0.22 0.01 0 5 N=>S Exterior Frame-Wood BEDS 13 37 0 9 0 333.0 ft2 0 0.22 0.01 0 6 E=>W Exterior Frame-Wood BEDS 13 49 0 9 0 441.0 ft2 0 0.22 0.01 0 _ 7 S=>N Exterior Frame-Wood BEDS 13 37 0 9 0 333.0 ft2 0 0.22 0.01 0 8 W=>E Exterior Frame-Wood BEDS 13 49 0 9 0 441.0 ft2 0 0.22 0.01 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>N Insulated Main None .35 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 180 degrees). Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>S 1 Vinyl Low-E Double Yes 0.33 0.22 N 126.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 2 E=>W 2 Metal Low-E Double Yes 0.55 0.25 N 48.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 3 E=>W 2 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 4 E=>W 2 Vinyl Low-E Double Yes 0.33 0.22 N 8.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 5 S=>N 3 Vinyl Low-E Double Yes 0.33 0.22 N 36.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 6 W=>E 4 Vinyl Low-E Double Yes 0.33 0.22 N 24.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 7 W=>E 4 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 8 N=>S 5 Vinyl Low-E Double Yes 0.33 0.22 N 8.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 9 N=>S 5 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 10 N=>S 5 Vinyl Low-E Double Yes 0.33 0.22 N 45.8 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 11 E=>W 6 Vinyl Low-E Double Yes 0.33 0.22 N 11.7 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 12 E=>W 6 Vinyl Low-E Double Yes 0.33 0.22 N 30.5 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 13 S=>N 7 Vinyl Low-E Double Yes 0.33 0.22 N 6.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 14 S=>N 7 Vinyl Low-E Double Yes 0.33 0.22 N 61.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 15 W=>E 8 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 16 E=>W 6 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft2 ft 0 in 2 ft 0 in Drapes/blinds None 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 406.02 ft2 406.02 ft2 46 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000421 3264.8 179.23 337.07 .2237 7 HEATING SYSTEM ✓ # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split Singl HSPF:8.2 17.8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split Singl HSPF:8.2 22.2 kBtu/hr 2 sys#2 COOLING SYSTEM ✓ # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Singl SEER:14 17.8 kBtu/hr cfm 0.7 1 sys#1 2 Central Unit/ Split Singl SEER: 14.5 22.2 kBtu/hr cfm 0.7 2 sys#2 HOT WATER SYSTEM ✓ # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.999 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS V --Supply— Location R-Value Area —Return— Air CFM 25 CFM25 HVAC# # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 278 ft2 Attic 69 ft2 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 131 ft2 Attic 78 ft2 Default Leakage Attic (Default) (Default) 2 2 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma X[[ ]Jun (X]Jul [X Au X[[ ]Se Oct Nov Dec HeatinX Jan X]Feb XI Mar ' Apr MaE Jun [ )Jul [ Aug [ ]Se . . Oct XX Nov [X Dec VentingJan Feb X Mar X Apr [ MayJ Jun [ ]Jul [ Aug [[ ]SepX Oct X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main Default(8 lbs/sq.ft. ft2 ft 0.3 BEDS 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 92 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 1 13. Cooling system: Capacity 40.0 a) Split system SEER varies 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area(sq. ft.) 6. 2955 d)Room unit/PTAC EER e)Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.352 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.223 14. Heating system: Capacity 40.0 c)Area 7c. 472.9 a)Split system heat pump HSPF 8.2 b)Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 0.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 1.00 b) Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame (Insulation R-value) 10A1. varies e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g)Other 1.Wood frame (Insulation R-value) 1061. 2. Masonry (Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a)Ceiling fans Yes a) Under attic 11a. varies b) Cross ventilation No b)Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which .I be installed(or exceeded)in this home before final inspection. Otherwise, a new EPL display card will be mp ted b o lied code compliant features. Builder Signature: C-__ - Date: 3-/le-Z D Address of New Home: 160 Ricsell;b'- (.,••,, City/FL Zip: ATLANTIC BEACH, FL 32233 3/16/2020 3:16:41 PM EnergyGauge®USA 6.0.04(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: ,FL,32222 MANDATORY REQUIREMENTS See individual code sections for full details. I SECTION R401 GENERAL t l R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) LLLVVVJJJ display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. dR402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ® R402.4.1 Building thermal enveloofae building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. i ® R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. r/j R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air WWJJ changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. 0 R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. I—i R402.4.3 Fenestration air leakage Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per LJ square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 12/18/2018 9:57 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 • MANDATORY REQUIREMENTS - (Continued) ElR402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. 0 R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. aR403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. OR403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. QR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ©R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return © pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. n R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems LW shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/18/2018 9:57 AM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water-heating systems to be turned off. f j R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ElR403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. / R403.7 Heating and cooling equipment(Mandatory). 11 R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUN (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 12/18/2018 9:57 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 • MANDATORY REQUIREMENTS - (Continued) Et R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less I than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the retum duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section LLLJJJ R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. I�71 R403.7.1.2.2 Electric resistance furnaces. hall IIIJJJ requirements calculated according to the procedureElectric selectedresistance in Sectionfurnaces R403.s7.1.be sized within 4 kW of the design R403.7.1.2.3 Fossil fuel heating equipment. of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated inThe accordancecapacity with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. 0 R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). r}/ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. y / R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. r-� R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ,_d R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal SII efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/18/2018 9:57 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. E( R403.11 Portable spas(Mandatorg)he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 E ' CTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 12/18/2018 9:57 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: PARADISE LOT 42 Builder Name: Marco Heating&Air Inc Street: Permit Office: DUVAL CNTY City, State,Zip: ATLANTIC BEACH, FL, 32233 Permit Number: Owner: SPRINGFIELD BUILDERS. LLC Jurisdiction: 261300 Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation N/` a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall_ thermal envelope shall be air tight and IC rated. 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 oioing and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/16/2020 3:16 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261300 Permit#: Job Information Builder: Marco Heating &Air Inc Community: Lot: 42 Address: City: ATLANTIC BEACH State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value, as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 _ 27984 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 3/16/2020 3:16:58 PM EnergyGauge®USA 6.0.04(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 • Building Anal SIS Job: PARADISE PRESERVE LO... --t+- wrightsoft g y Date: MARCH 16,2020 Entire House By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone 904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature(°F) 70 75 Elevation: 33 ft Design TD (°F) 38 18 Latitude: 30°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.0 51.2 Drybulb(°F) 33 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btu h/ft2 Btuh %of load Walls 3.1 8654 23.4 Glazing 13.5 6380 17.3 V\tilDucts Doors 14.6 351 0.9 Ceilings 1.0 1683 4.6 Floors 4.0 6833 18.5 Infiltration 2.0 6148 16.6 Ducts 6936 18.8 ,,„ h 1rfi16 ac' Piping0 0 a�r�/ , Huiification 0 0 Ventilation 0 0 Adjustments 0 p� Total 36985 100.0 Calings Rars Coolin• Component Btu h/ftBtuh %of load Walls 1.8 5202 17.2 Vi Irtrrd Cars Glazing 13.9 6568 21.8 Doors 11.8 283 0.9 Ceilings 1.4 2410 8.0 Floors 0.1 91 0.3 Infiltration 0.5 1451 4.8 Ducts 9537 31.6 - Ventilation 0 0 G rg /i Internal gains 4650 15.4 acts Blower 0 0 Adjustments 0 �lirgs Ifiltraim Total 30191 100.0 Latent Cooling Load =8936 Btuh Overall U-Value=0.095 Btuh/ft2-°F Data entries checked. 41- wrightsof t 2020-Mar-16 10:19:28 i ._ Right-Suite®Universal 2019 19.0 15 RSU17889 Page 1 ACS ...BUCKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF rup Calc=MJ8 Front Door faces N N :sane;J000 lua3 8C811=01e0 de dS 996Z 1 AN0n8\14101\3S10VaVd\SIAVO AN3fl0' w2�, t abed 699L MS 91'0 6l 61 OZ!eS10Nun(11:aUnS-146!a 9Z:61:01 91-1a1 -0Z0Z u�syy6jJ~, _f1.._ pgig f lenueW}o sIuawaonnei He paw 01 yOOV Aq panoiode suonelnoleD £69 £69 L ££21. 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Zl 11 92.6 9221 a 0E2'0 A0ZSV9 0-- 889 L98 04£ 092 884 L99 042 08£ 29'1 99'1 a 9900 Ms0-3Zl PA O 0 0 0 16Z 641 0 11 91.91 92'11 a 099'0 A0ZSV4 9-1 O 0 0 0 996 9991. 618 144 617 We a 1.60'0 Ms0-011. £91 1.42 41 91 £81 192 91 4Z 8011 19'91 u 062'0 0011 L££ 944 0 92 LEE 944 0 92 92'6 8271 u 022'0 n0Z-9V4 11 L81. ZEE 021 061 L81 122 021 061 E4 1 99.1 u 890'0 Ms0-3Z1 O 0 0 0 £L9 LSL 0 19 92.6 9921 u 022'0 noZSV4 9 O 0 0 0 99 4L 0 9 92.6 9221 u 022'0 noZ-9V9 O 0 0 0 019 L06 991 +2E2 617 18.2 I 1000 leaH S/d/N I ss0i0 1 1000 I lean S/d/N I ssw0 1 loop I leaH 1 u 160'0 Ms0-011 9 1 (gn18) (11) Jalawuad io 418) (11) ialawuad Jo (:11/4n19) 3,-n11/yn18) iagwnu peol (H1) ea1V I (ynpeol (111) eajy 811H JO en!en-n uo!10rulsuo0 Al 1 1 I I 1 i X11 0.6811 01 0.9961 ease 1U0014 9 suo!suawlp W00a 9 8 0'01 N 9'6 ly6!ay wood £ 11 0.941 11 0'912 IIew pasodx3 Z NM00 asnoH anlu3 aweu wood t 11L41913V3 asuanil LZ44-£4L406 xe1 092E-24L-806:auoyd 11112 1]'all!nuosref'PH 11aai0 INN OZL 13 OS 996zue d OUI yid vg 6ui4eaH oaJew aIV V ONIIV3H O38VW :As Ozoz`91 Ha2IVIN :a1e0 asnoH a.rqu3 zv 101 3n213S32id 3SIaVaVd :got' laayS)jJOM ®r-146N 4os11.16!JM + -+ - wrightsoft Right-J® Worksheet Job: PARADISE PRESERVE LOT 42 Entire House Date: MARCH 16,2020 By: MARCO HEATING&AIR Marco Heating &Air Inc Plan: 2955 SQ FT 720 Mit Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 1 Room name UP 2 Exposed wall 172.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1566.0 ft' i i I I i 1 TyConstruction U-value Or HTM Area ft' Load Area Load I ( ) number (Btuh/f t'°F (Btuh/f Y) or perimeter (ft) (Btuh) 1 or perimeter t I Heat I Cool I Gross N/P/S Heat I Cool Gross N/P/S I Heat I Cool 6 VI 12C-Osw 0.091 n 3.41 2.29` 333 266 907 610 . --G 4A5-2ov 0.330 n 12.38 9.36 6 0 74 56 . -G 4A5-2ov 0.330 n 12.38 9.36 61 0 757 573 12E-Osw 0.068 n 2.55 1.43 0 0 0 0 11 4A5-2ov 0.330 n 12.38 9.36 0 0 0 0 D 1100 0.390 n 14.62 11.78 0 0 0 0 V)/ 12C-Osw 0.091 e 3.41 2.29 441 429 1464 984 L-t 4A5-2ov 0.330 e 12.38 24.25 12 0 149 291 VI 12E-Osw 0.068 e 2.55 1.43 0 0 0 0 -1' 4A5-2ov 0.330 e 12.38 9.36 0 0 0 0 -G 4A5-2ov 0.330 e 12.38 9.36 0 0 0 0 -G 4A5-2ov 0.330 e 12.38 9.36 0 0 0 0 VI 12C-Osw 0.091 s 3.41 2.29 333 263 898 603 -G 4A5-2ov 0.330 s 12.38 9.36 8 8 99 75 -G 4A5-2ov 0.330 s 12.38 9.36 16 16 198 150 -G 4A5-2ov 0.330 s 12.38 9.36 46 46 568 430 Vt/ 12E-Osw 0.068 s 2.55 1.43 0 0 0 0 Lam, 4A5-2ov 0.330 s 12.38 9.36 0 0 0 0 VI 12C-Osw 0.091 w 3.41 2.29 441 387 1320 887 -G 4A5-2ov 0.330 w 12.38 24.25 12 0 149 291 -G 4A5-2ov 0.330 w 12.38 24.25 12 0 144 283 -G 4A5-2ov 0.330 w 12.38 24.25 31 0 379 742 VJ 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 -G 4A5-2omd 0.620 w 23.25 14.63 0 0 0 0 -G 4A5-2ov 0.330 w 12.38 9.36 0 0 0 0 -C' 4A5-2ov 0.330 w 12.38 9.36 0 0 0 0 P 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 C 16B-38ad 0.026 - 0.98 1.40 1566 1566 1527 2186 F 19C-19cscp 0.049 - 0.64 0.30 302 302 192 91 F 22A-tom 1.180 - 44.25 0.00 37 4 180 0 6 c)AED excursion I I 9004 83921 Envelope loss/gain 12 a) Infiltration 3164 747 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 2000 Subtotal(lines 6 to 13) 12168 12059 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 12168 12059 15 Duct loads 31% 44% 3823 5302 II TAirrequomd(sdn) I I I 1594201 177401 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -±- wr1gr1.tzott 2020-Mar-16 10:19:28 .. sRight-Suite®Universal 2019 19.0.15 RSU17889 Page 2 ...BUCKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF.rup Calc=MJ8 Front Door faces N +1+- wrightsoft Project Summary Job: PARADISE PRESERVE LO... Date: MARCH 16,2020 Entire House By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION- N -FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30049 Btuh Structure 20654 Btuh Ducts 6936 Btuh Ducts 9537 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36985 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30191 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 6692 Btuh Ducts 2244 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftl 2955 2955 Equipment latent load 8936 Btuh Volume (ft3) 27980 27980 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 39127 Btuh Equiv. AVF (cfm) 149 75 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AF- in/rigVstsoft 2020-Mar-16 10:20:20 ti ._ Right-Suite®Universal 2019 19.0.15 RSU17889 Page 1 ACC ...BUCKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF.nip Calc=MJ8 Front Door faces: N Project SummaryJob: PARADISE PRESERVE LO... wrightsoftDate: MARCH 16,2020 DOWN By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION- N-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17880 Btuh Structure 8595 Btuh Ducts 3113 Btuh Ducts 4234 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20993 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12830 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3058 Btuh Ducts 986 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(IV) 1389 1389 Equipment latent load 4044 Btuh Volume (ft') 13886 13886 Air changes/hour 0.31 0.16 Equipment Total Load (Sen+Lat) 16874 Btuh Equiv. AVF (cfm) 72 36 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER HP Trade 14 SEER HP Model 25HCE418A00300 Gond 25HCE418A00300 AHRI ref 9671302 Coil FB4CNP018L AHRI ref 9671302 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=38°F Backup: Input=6 kW, Output= 20605 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -- wrightsoft 2020-Mar-16 10:20:20 Right-Suite®Universal 2019 19.0.15 RSU17889 Page 2 /CC ._BUCKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF.rup Calc=MJ8 Front Door faces: N +{+ wrightsoft Project Summary Job: PARADISE PRESERVE LO... Date: MARCH 16,2020 UP By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION- N -FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12168 Btuh Structure 12059 Btuh Ducts 3823 Btuh Ducts 5302 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15992 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17361 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3634 Btuh Ducts 1258 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1566 1566 Equipment latent load 4892 Btuh Volume On 14094 14094 Air changes/hour 0.33 0.16 Equipment Total Load (Sen+Lat) 22253 Btuh Equiv. AVF (cfm) 77 38 Req. total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HCE424A00300 Cond 25HCE424A00300 AHRI ref 9674745 Coil FB4CNP025L AHRI ref 9674745 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14.5 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 °F Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=26°F Backup: Input= 5 kW, Output= 15561 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+- wrigtitsoft 2020-Mar-1610:20:20 .- . Right-Suite®Universal 2019 19.0.15 RSU17889 Page 3 AC ...BULKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: PARADISE PRESERVE LO... +y+ wrightsoft Date: MARCH 16,2020 DOWN By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Project Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 12830 Btuh Entering coil DB: 78.1°F Outdoor design WB: 77.1°F Latent gain: 4044 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 16874 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 12460 Btuh 97% of load Latent capacity: 5340 Btuh 132% of load Total capacity: 17800 Btuh 105%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 20993 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Output capacity: 13910 Btuh 66% of load Capacity balance: 38 °F Supplemental heat required: 7083 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 6.0 kW 98%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft 2020-Mar-16 10:20:20 Right-Suite®Universal 2019 19.0.15 RSU17889 Page 1 ACCk ...BUCKY DAVIS\PARADISE\LOT 421BUCKY L 2955 SF.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: PARADISE PRESERVE LO... +�+ wrightsoft Date: MARCH 16,2020 UP By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2955 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Project Information For: PARADISE PRESERVE LOT 42, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 17361 Btuh Entering coil DB: 78.3°F Outdoor design WB: 77.1°F Latent gain: 4892 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 22253 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE424A00300+FB4CNP025L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 90% of load Latent capacity: 6660 Btuh 136% of load Total capacity: 22200 Btuh 100%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 15992 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE424A00300+FB4CNP025L Actual airflow: 740 cfm Output capacity: 17484 Btuh 109% of load Capacity balance: 26 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 4.6 kW 97%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft 2020-Mar-1610:20:20 . Right-Suite®Universal 2019 19.0.15 RSU17889 Page 2 ACCK ...BUCKY DAVIS\PARADISE\LOT 42\BUCKY L 2955 SF.rup Calc=MJ8 Front Door faces: N SPRINGFIELD BUILDERS PLAN: CUSTOM LOT#:42 SUBDIVISION: PARADISE CARRIER _1.5_TON HEAT PUMP SYSTEM SEER: 14 HSPF: 8.2 CARRIER 2.0 TON HEAT PUMP SYSTEM SEER: 14 HSPF: 8.2 DESIGN COOL BTUH: _42000 AVAILABLE STATIC PRESSURE: 1:1 TOTAL CFM: 2040 TOTAL EFFECTIVE LENGTH: 407 PERFORMANCE METHOD: DUCT MATERIAL: R8 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL LIVING (2) 165 CFM 7" 16' VINYL FLEX DINING 165 CFM 7" 25' VINYL FLEX FOYER 35 CFM 4" 15' VINYL FLEX MUD RM 35 CFM 4" 30' VINYL FLEX KITCHEN 165 CFM 7" 20' VINYL FLEX BATH 3 35 CFM 4" 19' VINYL FLEX DS BATH 35 CFM 4" 15' VINYL FLEX LAUNDRY 35 CFM 4" 18' VINYL FLEX PANTRY 35 CFM 4" 25' VINYL FLEX LOFT 165 CFM 7" 15' VINYL FLEX BR 4 165 CFM 7" 12' VINYL FLEX BR4 WIC 35 CFM 4" 10' VINYL FLEX BR3 165 CFM 7" 20' VINYL FLEX BATH 2 35 CFM 4" 15' VINYL FLEX BR2 165 CFM 7" 20' VINYL FLEX FLEX 35 CFM 4" 25' VINYL FLEX MBR (2) 100 CFM (2) 6" 32' VINYL FLEX MBA 100 CFM 6" 20' VINYL FLEX MBR WIC1 35 CFM 4" 15' VINYL FLEX MBR WIC2 35 CFM 4" 25' VINYL FLEX MBA TOILET 35 CFM 4" 15' VINYL FLEX TOTALS 2040 CFM 407 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNIT TO 1ST DISTR BOX 21054 14" VINYL FLEX 1 • 1 39-f7 / / 5-4' / 15-a / 18'-8" 1- / 4'-2" 3-4' 1 5-4' / 4-7 / 9i` / - - 9-4' 1- 30605H 3(%a SH 30605H {MI P 50.0 NN r-09`i`AFF ;9C'-F P%'AFF fi W I— ' '� t0'WIDE SOFFIT ABV I _ \a aCOVERED PORCH I DINING RM •Oa CLO.511P ,,,:k _ .p.-0"CLG N. NE U° Ill ta'-1-k /=LOCK 439VE B u k 4.-4• 3#„ 3'-4' 3-4 4-441 ♦ 96' 96`AFF ; 96'4 F -- \7 • .t5,--: ' KITCHEN - ice iD._a..CLG T. I -.__-._ ----- .. , of--' 7-6 . IO.O 8 f1 r7/r v - KITCHEN ISLAND I 12 WALL I ��IIILLI ----- 3412'PSLAB I> rl1. /C HANDLER(5) e P 4•.T0. I: ND 4'CONC PAD ISLAND I? FINAL LOCAT 4 LIVING RM ,r-^, Y OTHERS-1 _^i--II—7 1......r - N{. is-0'LLG Ifor � ��1► r dnvI I • 2.6x RANGE IV/ i 7. I Lqg`� l in M 1 -(/-' 4'-i —1 •-1O-H7O / 3'-0'-1-4----5'-9X' 1 9-2 / I3'-.V`�,'^e• , /kV' j CRR OUT AS --Q I 12 W 1 REOED - i '-_—_ 1 r x692 OM OHC. C 0 O.H.G yy :ale. . HbPbb �'( o t —_-- • 4-7i 1. 6'-3.. Ma. 1 H '�' ® ; ( WC ) �+� `n ,m qg`� p - PANTRY - iU8/ h • �, — u " TH SHCm R 1 41 1I 61 to, m m SC�ny I , M mak 7.Bill = 1 � 1 1g DPT LAUNDRY �`� II , u lO.O', a I lirTUB Wl36 --- * ........---•.:. I 41%1 1� PROVIDE SELF CLOSING S I till --... DEVICE PER FOC OM 20 MIN FIRE-RATED DR PER FOCR302.5.1 Li '',. FOYER .. 2 CAR GARAGE `� . BEDROOM 1C4T CLG STEP oN 10-0'CLG 5 3- C6O5T 3DEO5r o I 96 "AFF 36 AFF II = z '( A-t' 3- -f-I-,,..6. 4 3'-6' 4°-5'-1—A-1—A— \ L T I I I 160'0 Da I I 9,0'CIG.STEP I 12L12'COLUMN ENTRY I I i�cm,) -0'CLG*STEP 1-c. IT EDE 50FFR ADV In — -- I I it-F it DE SOFFIT ABY I r r more )1YP) ALL FEST FLOOR EXTERIOR WALLS 226 U.\D. / / "-T-0- T-O' d 1,7-C 4' 9-2' / --8'-r 1I-6' / • / 39.0'-- / / 19-10X' / 19,4 / / 6-7y'______A___34'- 3-4• / 6-7' - - -/ 7-7' / -6-10 / 5-a&' / , 3'-9X' / 3-S1$ / z-,r / z- / ---- r►E Er WALLS MON I —I 5,1i' 4040 SH 4020=a 093 AFF 096`AFF VS096`AF 3052 SH 705F •96AFF 251 096'Ac3C525H: ,. IN ‘ 4x7 TUS Y _' A�.iii.. 6H,6AP aaG "° -I WIG Fu-a.aG 'Z II s0' �RANHEAD 9-0'a0 I w I 5..0 ,a3• a ii: 4- a-a' . 3-2 `a'—1--+ 51.5 TO HOP ABY O/ 42"112 WALL BEL r Ev Ev A1" Q MASTER BEDROOM 'TH I �aYSt ACK ® l�' is) es 195-.>F-10. mrd J ,o 111 6.\ ir3125- Ee ® 1,'.7'7 ' , 3-5' YY-12, 1m'IA [Y-O L \ �"' ACt. LOFT I na "�iP>�� A 1 \ I 9'�' ,9-a-0.6 wow „.5y,,:\J . as O. ,f,,1 ,g LINEN '111111§!144 t. WIG se ""P..��. � -�1� . � 9-0"CLG n, , � � N�M ,L ri-iiii „ `ri.�1 N OFLOOP DPNNr. —_ `�AmiTilinii n1 �1 IL`O'N • I '` q r917 C_G"re-Tri-aew 37 / i.6' IN-_ Ii1 �11111 ws .7'7 wiiii 1,7111 'is \1/4 1'il:ESA[1 1 11111h. L / 1 -- 11C :. N BEDROOM - - in Q .�L ¢ BEDROOM 3 '—GSA I R 9',GIG J 9.0 aG 9-O'CL0 es'.176' WC D HIRAM,a6,0'. AFF -- --- — "�;�,_.. 1 4 I • I b oe6'AFF A,I m T m SLOPE 6, FLEXt. `11 90 C.G i" b‘AI30525x1 1 I I GARAGE WALL 6ELON 3052 SH 4 3052 5H —T 645'AFF 086'&= r J 1 1 L LINE OF POPCr BELOW J -0—3'-7'--i--3-6' 3.7—/- 4.10'--/ '0-a s4'.10" / 9-T' / 3'-r / 6-3"----- —6.-3, / 20-4 / 6-2' / 12-6" MAP OF BOUNDARY LOT.T4 P PARADISE p OES0RIPR of Y/ S PLAN LAT BOOK RESERVE, ION L A IV 57 PAGE(5)ACCORDING TO OLIVA( COUNT Y TH L oRROA NT pu L IcEgE AS RECORD CORDS OF EO • ' ,0s . . ,. ..C/( PARA VARIABLE ooSE LANE . •• •.•. A �'.�R/N''''''--,,'-',;,..,..4';.. Ely. • • ••A<T PA►FAENT; F AO 10. E.y.92 1"0.49 lBe „ ,i F.I p 1'.. E8� LB l 704 SCALE. �� m n 1ilS„ _ 30 ' $o EMRY ;' I 00 0.5 is • Al2.50lit 20.33' 5.4, i S 1,15 iy 6.17' ri oO 0. ' q 2 STTa9Y hQ1E' LOT 41 07500OT 4 '=_8 CEO El • a 0 E ms, EL-050 LOT 43 3 it 0.4' 1B.67' ACCERTIFIEDF�°DS`D 5,33icz„,,,, '-o EXCLUSIVE BET NEFI r R THE COVISWID 8 OFT: HE gg 5.4' BUCKY DAVIS Pte( 15.00•^ REVISED PLAN ONRRDR ON HOUSE 03/09/2020 STREET ADDRESS: o I ,ni 750 PARDISE LANE 0.7' ✓ACKSONVILLE, FLOgIOA F.1.•. 1/2' /1942 SB9.34"51'M 545.01'(M) £1-9 •, LB 1701 Ste' "50'M 55.00'(P) (O.sn/ :I'll:f RE/ 172386-1000 NOTES• E- X DENOTES APPROXIMATE LOCATION OF - EL-8.00' DENOTES SPOT ELEy77 LEYATION i Disc, BELCH MAR+(SFT M� NAILSAPO TES OATL Tif Ni7RTHEAS7 C014AER OF CAPTION PROPERTY AT EDGE OF PAVEMENT, ' IURVEY NOTES 18, IMPERVIOUS SLI4FACES21j sPS' I BEARINGS ARE BASED ON PLAT M hE NORTH LINE OF SDUARE FEET. LOT 42, BEING SB9'36'50'W NS OR OTI- R '2 UNDERGROUND UTILITIES. FOUL BY THIS SURVEY. IMPROVEMENTS MERE NOT L NCY MANAGEMENT 1AGENCY 1/02/ OFFICE F F I C 13 ACCORDING 70 THE NO. 1 FEDERAL '8 J. EFFECTIVE 11IN ZONE COPY FIRM NAP PANEL N0. f2D.r APPEARS T,0 LIE IN ZONE 'X'. THE PROPERTY DESCRIBEOBENFIT OF AN ABSTRACT, fA THIS SURVEY PERFORMED MI OR TITLE INSURANCE. TITLE SEARCH, TITLE AVG DECIMALS THEREOF ✓NLE53 SliOMN OTHERWISE. 1. 5 DIMENSIONS ARE SHOWVB ,Cop Y AND ARE PLAT AND �iNLESS SAWN OTHERWISE. /6 ALL EASEMENTS ARE PrTRIICH�THAT FAPPLYIW WHICH ICHLAARE C / "" #7 THEN MAY ADDITON / �, RECORDS OF SAIINTEE OWNERSHIP. .,. SURVEY GOES IMPROVEMENTS ANO/0R MAN-MADE ITEMS 4' . N. /B THIS TO TME'FOLLOWING: BUILDING MATERIAL, #9 TEMPOR RY,BUT MIONS• VEHICLES CLID OR ON BLOCKSCMAYIBETON 1 {:# suCCHHAASGE PDO S, OCATEO OR SHOWN. R ,� BUILO 4 ERT VIDEO BY CLIENT. ,' ' 1 y ; THIS PROPE AND LOCATION OF PROPOSED HOME 1' ��. - /!0 LEGAL DES�FlESE ARE SUBJECT TO CHANGE BY ARCHITECT, A V T. FCLS ASSUMES NO RESPONSIBILITY/LIABILITY �Op7SEGS OR PROPOSED LOCATION OF HOME 7 ,.�. / /i1 SET B' I/•, %, i -. TNEER, THIS SURVEY TS CFRTTFTFO TO THOSE INDIVIDUALS SHOWN ON J Y' �._ ' • rgi .64\ c, 0 EV "ti C/L PARADISE LANE Ca VARIABLE WIDTHV R/W �1 ASPHALT PAVEMENT �� 1-41 w 11 Pine Pine16" t bF R Poor Health EBD -e-- W Li V 1 7.5' JEA-E U gk I_' 4"Winged Elm(I) // p t LL °� `'--' 8"Sabal Palm(1) ' - s X Tree Removed :A s 0 o \ l ,.' p ' 8"Sabel Palm(1) N 2 Eoak 30ir "x tO Tree Planted N dJ (0 ;x I -' 4,15 g y m a N i.� I 0.3' Tree Mitigation(All Trees Over 6"Caliper) m a 2 0 0 � Tree inches removed: 56" a i z ' � 2 SRRORY HOME SED Tree Mitigation inches required: 28" Q S� I VACANT Tree inches credit: 0" S I /760 Tree inches planted: 32" p ' � I LOT 42 0 Mitigation payment required @$123/inch: $0 6 LOT 41 !� PROPOSED FFE 0 '-',7,t2 E1-10.50 LOT 43 1 is ; coo DAR: ",.d.e.m 00 PROJECT ND. '/+AS OO KR DESCNED BY B I .'.... ORA.By KM I CMECNED By_rt.11-___. Y SCALE1 I® ® ` ;no it; ' 4"Winged Elm(3) BMU • _ l : SHEET EE 4.511/Mt (err Z INVENTORY :9'36'50"W .10 (P) RE# 172386-1000 L-1 5 " E E T • (1110 . .0/L PARADISE LANE y at S/L T FENCE VARIABLE WIDTH R/W A K The :f a elft q..s.e x w�.. . . . . .. . . .. . . s ° dtea »Nd . aecnmoeeloe . . . . . . . . . . ASPHALT PAVEMENT .•.•.• . .•.• . ',o.a; nyanc Moll ro.cut focontInuto °N" „ . x o ... . gpben . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . P0,10 . tr: tth . feet open and dm. •awp Meet pew. Ua..of ti sire ert,r When A14 •�,.: tosped.Ndt rot 6 l the fern tne of e,poet .y;1 Z b!odes deep do,the ire re Prot.ono ePofpp.trap N. YY When"`Won ne-broom Paw fol.:real.a Mr.mesh Pine 16" 144 uppat en Nal N roet.n.d eft-welly to the .11106..WO* of the w"g he.dotsep«of lest Poor Health E:Q 't ij trend long.. ar Ores or of./.• achea nThe e•oili.na ext.Inc..MonZ. — S4 w cr, Mt 36 T.Nandord-eme"aan I.de.aWl 04 VV. surfece Bred dein not Me oe.k>tieNa±t 5' JEA-E. I I pA� otc;:`u. �v and oe,roet on(Ater fp., I s n w.mead a v» I \ 00 Men t o f.�rot, t term.mar.a.x..In \ d fd"k t..t�b or b c.o. •The geJWUIOJS / R N roe Wall but i beef a«'upside Pea bes o o 11/ • •I perm"•"�u•aPOr rd d a.6`..anent tab Pedro rd. Peery. ( Oak 30• a a an•rafter fore n.ens storm(b.w`p241 ".N�r ^^d,,; 11 \ I Silt Fence and ono.ad.lpnmcot.too.(1/Y z.H.). n N U required roan Ndt a mod.rm.dtot.lY Sed.h.nt Ml LI b•P.m.d ww It rwdr t/a h.y.t of I.I..o P le 3 I , Cs/ J motemon. V a N N *h.'erne...moot Na.0.1010 a o.rotee0.1.1. O O m r—� to J y N V 0. Oft.61.16111 nowt 111ARX a.POW o or � PROPOSED a Q .%�.-� • • '" Z Z � 2 STORAN HOME ,� 1 ... .. . . `— $ r Off= 1760 77 . . . ... .. . . ..;,:,.,,," ....____ .-"= Z of LOT 42 PROPOSED �r�I S LOT 41 � � FFE E!' LOT 43 t a'`^^ W// EL-10.50 1 �.....W:rt. I L. a .. offes 4'' � �%�' 2a T *Iry ill_ Ea o Oo oAIE: Pt.dtr arae Pti0.L1'f n0. 1e1r4 �� to. para Silt Fence No.NO-. oE..lm a.•t� �•nm ".I� ll " DRAM SY• IOW �aI{ • . POCKED eY•OO. • '�• Drainage O O tEOW O..ESE MORO I Flow :111 s a s.f. o.f. �.f---1:-.Z ' ' w _ I •.n7 sm MU 6. .51.011.t 111101 NE\I K rote 4404 SS...foam I -.- NAP, oo EROSION & nom^^-ALA'OW .r . Wee l—— — '51" — Ct. SEDIMENT CONTROL S89'34'51'W 54.81'(M) - , S89'36'50"W 55.00'(P) RE# 172386-1000 ` 2 �5 " C E T p . r- W. A N00'23'10"W 102.00'(P) N00'27'50'W 102.09'(M) fa — —s.r. --��.- I-—; .. 1U'ENEA6@ICY ACC S$ _ r �EASEMENT Fal 1FE CITY a•ARANIIL azAO1 r"-1 \\ I ■ \ 1 cr,Enco �r ( F- x E1 I n n� Lanai m_ � v inch I ti �: '— / n ti o� I r- rnm �� I — �,00.a V ..... m n p . - o c3 -'o3:j 4 - II CIS O Om rA //� I �I',a a m =m ? an _ , „_,, I :5. ill ."' rri -L--......•--...:-►/ - ° N00'21'40"W 102.06'(M) o N00'23'10"W 102.00'(P) w S X 3 r- -4 a ° g SCALE:1"=16' E R -e .?l&X LAND PL [NING&DESIGN C Lot 42 Inc(904146Pilaw969a Paradise Preserve PY10 z s K Paradise Lane 4,6mxibtsTTRACY,salrYroaCrs.FLORIDA311cv K T_ RIL:AxLANT PL.ATMLNGWCOMCASDN7 r Atlantic Beach,FL x uIL:46 71Unra j iL"a6667Lu LOT C pale SE v86ER.'E.PAR.,.LATE.ATLANTIC n411 • liegl. ....1414\ C1-"Z) C/L PARADISE LANE • • • • • "h VARIABLE WIDTH R/W ASPHALT PAVEMENT • • • '$ c 'RQ.�,.. --L-::121vat,.'14^ 431 Required Fence - ,6' d k 2% Per H.O.A. EBD K M V 7.5' JEA-E.� — — lI 1 Required PerHO.A. I _� v cr L'.'1' a f Drainage J c,.1 d a I Flow } I J a i orn U 00 cVN N m .i 00.10' 6" CD c" in n7 L 33 va. � i N Oto 5 y t m o r On Site Water Storage is not Required _I a E° `WWWW NN I O.3' in Paradise Preserve per Rick Carper m a m z z �� PROPOSED ti tilt > � 2 STORY HOMEill) Lot s.f=5,610 s.f. 1!..! VACANT Impmious area=2,524 s.fI f760 LOT 42 y PROPOSED LOT 41 4 w1� FFE m LOT 43 ,, EL-10.50 I I/ 10'-5'" 5._5 I 4 e� 0 0 0.41E: .y d 00 mazer MO 2•1111 1 x■amVJ-r .. anew IV ww I I 22 CHEMED ar,___ Drainage �: most Flow Q o Lixi._ _ ....in %ET mu - �' oo SITE S89"34'51"W 54.81'(M) z z PLAN SB9'36'50"W 55.00'(P) REM 172386-1000 1_-4 H E E T • 4The, 1=1' 0 PI . . .0/L PARADISE LANE A o VARIABLE WIDTH R/W ASPHALT PAVEMENT n III; • (I 75 sf)SOD - 0 Al IP' -(29 sf) 50D �y N V X ki4 (I,942 sf)SOD EBD N I 7.5�JEA-E.-� — NMIr(I% co sf)SOD 1 g 4"Winged Elm(1) — 1 g Asiatic Jasmine(24 'f'-1% -- 8"Sabal Palm(1) a I I e�� d _L/,‘.,‘._„ // �' 4.4______ 1g Agapanthus(10) `l - ^��'70000000 •' Q O ® 8"Sabal Palm(1)) 3g Mutely Grass(b) V) Zm c 1gBoxwood(16)-- 000000 i MAP OF BOUNDARY SURVEY DESCRIPTION: EAST 1/2 LOT 9, BLOCK 48, OF RIVERSIDE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(S) 109 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ........e‹.7:777... i i N • .PAS p PI 'mow` EES .a.....'.. ppb ....:........../ �': � ' g • lM� .� ��E 500 SCALE: 1 " = 30' .'.'.'.� .Ai • �p6,33 NO.ID .... • XIT ; �.' LOT 10 BLOCK 48 `. VACANT V:::; ; a EAST 1/2 NOT PART OF THIS SURVEY , BLOT 9 LOCK 48 g N::. :;':. VACANT `"a. S \'.="• • NEST1/2 n.`P- 0' ,„rte ' ''.."--4. BLOCK 48 N, —/ s //� $ �s•Q, `/// BLOCK 48 -LOT 8i-,4\ •' • ? ,0/ :...:.,.rO •VERGROW:;.� ...i i'. •4,•AS"" X01 F LBP67994 00 50 SURVEY NOTES: ` '.•:; ;�;:..,;•;� ';, ..:;. : / /1 PLAT PROVIDES NO ANGLES OR BEARINGS THEREFORE THE BEARING \: :'' ":•': � / .. OF THE NORTHWEST LINE OF THE EAST 1/2 OF LOT 9, BLOCK 48, WAS 'd' ''..s.13::.' �i •(M' ...'.' :F'0. 9/Bi SCALED FROM THE RECORD MAP AS BEING N65'41'34"E. '•••. .,•••• % p9.0 LB 6794.'.' #2 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER ----- BLOCK4B IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. j 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY 3 FIRM MAP PANEL NO. 12031C 0362 J, EFFECTIVE 11/02/2018, ., , THE PROPERTY DESCRIEED HEREON APPEARS TO LIE IN ZONE "X F.I.P. 3/B' •••••••••••••••••••••••• /4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, ASSOCIATED TITLE SEARCH. TITLE OPINION OR TITLE INSURANCE. LOT 2 BLOCK 48 CERTIFIED TO AND FOR THE 05 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF EXCLUSIVE BENEFIT OF: AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. _UCKY DAVIS /6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. UPDATED SCRIVENERS ERROR OF REAL ESTATE #7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE # ON 01/23/2020 NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC STREET ADDRESS: RECORDS OF SAID COUNTY. /B THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. RE# 090649-0000 0 0 OAK STREET v09 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS JACKSONVILLE.FLORIDA o SUCH AS, BUT NOT LIMITED TO THE FOLLOWING: BUILDING MATERIAL, m STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY m BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON m THIS PROPERTY BUT NOT LOCATED OR SHOWN. m /10 LEGAL DESCRIPTION PROVIDED BY CLIENT. m m #11 PROPOSED ELEVATIONS AND LOCATION OF PROPOSED HOME cti WERE SET BY SURVEYOR, THESE ARE SUBJECT TO CHANGE BY ARCHITECT, o ENGINEER, ANO/OR CLIENT. FCLS ASSUMES NO RESPONSIBILITY/LIABILITY - !' 0 FOR PROPOSED ELEVATIONS OR PROPOSED LOCATION OF HOME f / T/ U o / m 04 m NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON ��`/� THE FACE THEREOF. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS ;f '!,/- !'� STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE - n CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE CLYDE 0. VAN KLEEQ'IC o RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS FLORIDA ISTEREO S •VEYOR AND MAPPER NO. 2546 WRITTEN CONSENT OF THE SURVEYOR. NOT VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED m\ SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. a f 1 co�F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT OHE -OVERHEAD ELECTRIC \ F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY TIM - TOWNSHIP NV - WATER VALVE C.L.F.-CHAIN LINK FENCE L - N.F. -MOOD FENCE r F.I.R. - FOUL IRON ROD P.C. - POINT OF CURVATURE PGE (F)) - FOUND C.B. -CHORD BEARING i F.I.F. - SETIR PIPE U.E. - DRAINAGE EASEMENT P.I.- OF INTERSECTIONOWM -WATER METER S.I.R.C. - SET IRON ROD ANO CAP D.E. - ORA IMAGE EASEMENT A/C - AIR OSCALON UNIT EB - ELECTRIC BOX -WOOD POLE 2 F N60 - FOUND NAIL AND DISK C S G - CURB 6 GUTTER NTS - NOT TO SCALE CONC. - CONCRETE -LIGHT POLE \ (M) - FIELD MEASUREMENT R/M - RIGHT OF MAY 4' C.L.F. J� CB - CABLE BOX J (C) - CALCULATED MEASUREMENT C/L - CENTERLINE 6' N.F. —/—/--/—,— PB - PHONE BOX N/HLP -MANHOLE LJ Li_ i FIELD SURVEY DATE \ ( FIRST COAST LAND ( PROJECT INFORMATION Li PLOT PLAN SURVEYORS INC. ORDER NO: 30580 BOUNDARY: 11/04/2019 s DRAWN BY: KMP w FORMBOARD 3161-4 ST JOHNS BLUFF ROAD S, JACKSONVILLE, FL.32246 REVIEWED BY: HF FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 CHECKED BY: VAN \FINAL J WWW.FIRSTCOASTLANDSURVEYING.COM (....- MAP OF BOUNDARY SURVEY/ SITE PLAN DESCRIPTION: LOT 42, PARADISE PRESERVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE(S) 31, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. :•,',C/L PARADISE LANE ••••••••••• EI-B.o6 ..'..'.'.'.'.'.•VARIABLE WIDTH R/N........,,,,,,,,,,,V1-6.19 • ••••••• ASPHALT PAVEMENT"•'....... E1-0. E1.7.92 /41.17 1-8.49 F.I.P. 1/2' F.I.P. 1/2' EB., LB 1704 NO IO .5'." y DD' = E184 — — SCALE: 1 " = 30 ' 1�B�]$B re.841 (8.821 If •• 7.5' �.FI-E.-7 k. co N a-g. km ENTRYY go k • �0.5. 20.33 5.4' :: 12.50'-RI ") .74?�� ,y 6.17' NSv b , s 3' i§ it : PRoPoSE0 2 STORY HOE • VACANT 3 S o.d.L R #750 07 17 E1.4 22 0° DLOT 43 LOT 41 EE-10 50 :: CERTIFIED TO AND FOR THE PROPOSED E� 7` ACPAD .4� EXCLUSIVE BENEFIT OF: 371 ;p 4' 18.67' 5.33_ ••-• "1 BUCKY DAVIS PROPOSED8 8 $g 5.4' REVISED ERROR ON HOUSE PORCHCOVETED 0^15 00'o PLAN ON 03/09/2020 14 n STREET ADDRESS: • 760 PADISE LANE C JACKSONVILLE, FLORIDA S 0.7' O ?. -Z; ? . O 39-96 589'34'51'N 54.81'(M1 61,.79;,„•,' F.I.P 1/2' F.I. 1/z' S89'36'50"M 55.00'0 Lg 1704 LB i704I 172386-1000 NOTES: - X DENOTES APPROXIMATE LOCATION OF SPOT ELEVATION 1 - EL-B.00' DENOTES SPOT ELEVATION - (B.00') DENOTES PROPOSED EL VA TIONS - BENCH MAH`( SET WITH NAIL & DISC AT THE NORTHEAST CORNER OF CAPTION PROPERTY AT EDGE OF PAVEMENT, I EL- 8.00',NAV088,USING GPS. , - IMPERVIOUS SURFACES - 2139.30 SQUARE FEET. SURVEY NOTES: 01 BEARINGS ARE BASED ON PLAT WITH THE NORTH LIME OF LOT 42, BEING S89'36'S0'N. 02 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER IMPROVEMENTS MERE NOT LOCATED BY THIS SURVEY. 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP PANEL NO. 12031C 0408 J, EFFECTIVE 11/02/2018, THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE 'X'. 04 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE SEARCH. TITLE OPINION OR TITLE INSURANCE. t5 DIMENSIONS ARE SHOWN IN FEET ANO DECIMALS THEREOF AMO ARE PLAT ANO MEASURED UNLESS SHOWN OTHERWISE. o I6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. a a I7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE o NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC cu RECORDS OF SAID COUNTY. m 0IB THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. rn r rn 09 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS 0 SUCH A5. BUT NOT LIMITED TO THE FOLLOWING: BUILDING MATERIAL, o STORAGE P006PAVER BLOCKS. RUBBERMAID DA PLASTIC UTILITY BUILDINGS NOT ON FOUNDATIONS. VEHICLES ON BLOCKS MAY BE ON �' m THIS PROPERTY BUT NOT LOCATED OR SHOWN. o /10 LEGAL DESCRIPTION PROVIDED BY CLIENT. m 011 PROPOSED ELEVATIONS AMC LOCATION OF PROPOSED HOME r / i WERE SET BY SURVEYOR. THESE ARE SUBJECT TO CHANGE BY ARCHITECT. {� Ln ENGINEER AND/OR CLIENT. FCLS ASSUMES NO RESPONSIBILITY/LIABILITY ////�� / :�j�•/� FOR PROPOSED ELEVATIONS OR PROPOSED LOCATION OF HOME / /i NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON L • THE FACE THEREOF. ANY OTHER USE. BENEFIT OR RELIANCE BY ANY OTHER PARTY IS CLYDE 0. VAN KLEEC > o STRICTLY PROHIBITED ANO RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE FLORIDA REGISTERED SURVEYOR AND MAPPER NO. 2546 CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS NOT VALID WITHOUT THE SIGNATURE 0 THE ORIGINAL RAISED d WRITTEN CONSENT OF THE SURVEYOR. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 0 S F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT OFE -OVERHEAD ELECTRIC L- F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY TWP - TOWNSHIP NV - WATER VALVE C.L.F.-CHAIN FENCE a M.F. -W0ODN0 FENCE F.I.R. - FOUND IRON ROD P.C. - POINT OF CURVATURE ROE -RA FND - FOUND 0 I-- F.I.P. - FOUND IRON PIPE U.E. - UTITLITY EASEMENT P.I.- POINT OF INTERSECTIONC.B. -CHORD BEARING S.I.R.C. - SET IRON ROO AND CAP O.E. - DRAINAGE EASEMENT A/C - AIR CONDITION UNIT E 1 - ELECTRIC BOX NM -WATER METER `` F.N6D - FOUND NAIL ANC DISK C 6 G - CURB 6 GUTTER NTS - MAO TO SCALES CONC. - CONCRETE MP -WOOD POLE I N�(M) - FIELD MEASUREMENT R/M - RIGHT OF WAY 4' C.L.F. x CB - CABLE BOX LP -LIGHT POLE J J (C) - CALCULATED MEASUREMENT C/L - CENTERLINE 6' N.F. –i—'-0—/– PB - PHONE BOX M/H -MANHOLE U FIELD SURVEY DATE \ ( FIRST COAST LAND / PROJECT INFORMATION SITE PLAN: 02/18/2020 �+ ORDER NO: 30760/30820 a BOUNDARY: 01/14/2020 SURVEYORS, INC. DRAWN BY: KMP z LL, FORMBOARD3161-4 ST JOHNS BLUFF ROAD S, JACKSONVILLE, FL.32245 REVIEWED BY.' HF -J FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 CHECKED BY.' VAN CERTIFICATE NO. LB 6225 / LL�INAL WWW.FIRSTCOASTLANDSURVEYING.COM s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 0.21>f' March 11, 2020 Re: Paradise Preserve, Lot 42 To whom it may concern: The Paradise Preserve PUD was approved by COAB Ordinance Number 90-03-181, An Emergency Access Point was included in the PUD and Recorded Plat to satisfy a requirement for two points of ingress/egress for the subdivision. There is only one public entrance for the subdivision. The PUD specifies a 10-foot Emergency Easement,with 5-feet on each of Lot 41 and 42, but, for an unknown reason,the Recorded Plat shows the entire 10-foot Easement on Lot 42. The Recorded Plat is the legal document, so the entire 10- foot Emergency Easement is on the west side of Lot 42. The Side-Yard Setbacks for this lot are 5-foot and 10-foot, so the 10-foot easement can fit in the 10-foot setback,with no loss of buildable area. The Easement will be measured from the property line to the wall of the new home. The description of the Emergency Easement, from PUD, Section V.e., follows: "...In addition,a secondary emergency access will be provided via a 10-foot easement between Lots 41 and 42 adjoining the property to the south. Break-away type fencing shall be provided at this project boundary location to allow emergency vehicles an additional access point to the project." To accommodate the above requirement for break-away type fencing,the first 10-feet of fences facing front and back (running east and west)must be break-away type fencing. If the side fencing(running north and south) is on the property line, it will not impede north-south traffic, and no break-away fencing will be required. A signed and notarized Revocable Encroachment Agreement will be required with application of a building permit for the fencing for Lot 42. 1 Arlington, Daniel From: Broedell, Brian Sent: Friday, March 6, 2020 4:49 PM To: Arlington, Daniel Subject: FW: Lot 42 Paradise Preserve From:Askew, Amanda Sent: Wednesday, February 19, 2020 11:57 AM To: ralph.buck.davis@gmail.com Cc: Broedell, Brian<bbroedell@coab.us> Subject: Lot 42 Paradise Preserve Good morning Bucky, After consultation with our city attorney, we have determined that you will need to apply for the following to remove the easement on Lot 42 @ Paradise Preserve: 1. Waiver from subdivision code to remove the provision for a secondary access(this must be completed prior to the other items. Requires Commission approval) https://www.coab.us/DocumentCenter/View/11540/17-Subdivision-Regulations-Waiver 2. Replat to remove the easement(requires Community Development Board and Commission ) https://www.coab.us/DocumentCenter/View/11539/13-Preliminary-Plat-and-Replat-Review 3. Amend the PUD to amend language to remove the easement https://www.coab.us/DocumentCenter/View/11538/21-Rezoning-Application Amanda L. Askew, AICP Director of Planning and Development 800 Seminole Road Atlantic Beach, FL 32266 904-247-5841 1 -- ,. lotLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Milek OFFICE COPY RE: 20-022132 - 42 PARADISE PRESERVE MiTek USA, Inc. Site Information: 6904 lama East Blvd. Customer Info: SPRINGFIELD BUILDERS Project Name: PARADISE PRESERVE mModel: 955 295536101-4115 25 Lot/Block: 42 Subdivision: PARADISE PRESERVE 55 Address: 760 PARADISE LANE, . City: ATLANTIC BEACH State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 51 individual, Truss Design Drawings and 0 Additional Drawin USSELL ROWLAND, INC With my seal affixed to this sheet, I hereby certify that I am the Truss Design Enc inee TONVILt Emekti )t L32t2 a#813 conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engined OF AUTHORIZATION No.32756 No. Seal# Truss Name Date No. Seal# Truss Name Date SHOP DRAWING APPROVAL 1 T19700047 A01 3/16/20 23 T19700069 F05 3/16/20 Review of shop drawings is for conformance 2 T19700048 A02 3/16/20 24 T19700070 F06 3/16/20 with the design of the project and does not 3 T19700049 A03 3/16/20 25 T19700071 F08 3/16/20 release the delegated engineer from 4 T19700050 A04 3/16/20 26 T19700072 F09 3/16/20 5 T19700051 A05 3/16/20 27 T19700073 F10 3/16/20 responsibility for any deviation from the 6 T19700052 A08 3/16/20 28 T19700074 F12 3/16/20 requirements of the contract documents nor 7 T1 9700053 A09 3/16/20 29 T1 9700075 F13 3/16/20 from the responsibility for errors or omissions in 8 T19700054 B01 3/16/20 30 T19700076 F14 3/16/20 the sho drawings. 9 T19700055 B02 3/16/20 31 T19700077 F15 3/16/20 10 T19700056 B03 3/16/20 32 T19700078 F16 3/16/203PPROVED 11 T19700057 CO1 3/16/20 33 T19700079 G01 3/16/20 12 T19700058 CO2 3/16/20 34 T19700080 G02 3/16/20 0 APPROVED AS NOTED 13 T19700059 CO3 3/16/20 35 T19700081 G03 3/16/20 0 RE, CTED 14 T19700060 D01 3/16/20 36 T19700082 H01 3/16/20 15 T19700061 D02 3/16/20 37 T19700083 H02 3/16/20 16 T19700062 D03 3/16/20 38 T19700084 H03 3/16/20 EOR: / 17 T19700063 E01 3/16/20 39 T19700085 H04 3/16/20 18 T19700064 E02 3/16/20 40 T19700086 H05 3/16/20 NAME: ' ' UELINE E. ROWLAND 19 T19700065 F01 3/16/20 41 T19700087 J02 3/16/20 FLORID.. P LICENSE; 80499 20 119700066 F02 3/16/20 42 T19700088 JO2A 3/16/20 6 // 21 T19700067 F03 3/16/20 43 T19700089 J028 3/16/20 DAT / // 2020 22 T19700068 F04 3/16/20 44 T19700090 J04 3/16/20 . The truss drawing(s) referenced above have been prepared by j MiTek USA, Inc. under m direct su ervision based on the arametersprovided by TrussMart Buiding Compts, LLC. p NSF.'92i� Truss Design Engineer's Name: Albani, Thomas *380 My license renewal date for the state of Florida is February 28, 2021. = En. =` ' TATOF :•��IMPORTANT NOTE:The seal on these truss component designs is a certification ,s /•that the engineer named is licensed in the jurisdiction(s)identified and that the P,• ��designs comply with ANSI/TPI 1. These designs are based upon parameters ��, •<.O O,. �\`��shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 'j,S/O" '' ,,NN Tiven to MiTek or RENCO'cus customers fi eO. Any referre refoject erence eecific only,'nformation included is for MiTek's or and was not taken into account in the lit, N A;',�� preparation of these designs. MiTek or TRENCO has not independently verified the Thomas A.Albani PE No.39380 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Gert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: March 16,2020 Albani, Thomas 1 of 2 L � RE: 20-022132 - 42 PARADISE PRESERVE Site Information: Customer Info: SPRINGFIELD BUILDERS Project Name: PARADISE PRESERVE Model: 2955 Lot/Block: 42 Subdivision: PARADISE PRESERVE Address: 760 PARADISE LANE, . City: ATLANTIC BEACH State: FL No. Seal# Truss Name Date 45 T19700091 JO4A 3/16/20 46 T19700092 J06 3/16/20 47 T19700093 J06B 3/16/20 48 T19700094 JC08 3/16/20 49 T19700095 JC08B 3/16/20 50 T19700096 PB06 3/16/20 51 T19700097 PB07 3/16/20 2 of 2 Job Truss Truss Type L Qty Ply 42 PARADISE PRESERVE 20-022132 A01 Common 1 1 T19700047 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:46 Page:1 ID:mstQl?vNkCOmUEt8GRyXXxze_2R-hYLe9yJc7HUH91_uM51 MtrRgfHHdZA4_haodY8zaLaH [ 7-2-11 13-10-13 20-7-0 [ 27-3-3 33-11-5 41-2-0 7-2-11 6-8-3 6-8-3 6-8-3 6-8-3 7-2-11 5x6. 5 3x6 s 03x6 42 3 7 61-2 axa, /1100„4,x84.0 2 19 m 18 9 — vI n W 'ffil 16 15 21 14 22 13 23 12 24 11 •• 10 3x6= 5x6= 3x8= 5x6= 3x6= 1-5-12 41-2-0 [1-4-0) 11-0-6 20-7-0 30-1-10 I 39-8-0 390-0 1-4-0 9-6-10 9-6-10 9-6-10 9-6-6 0- -0 Scale=1:72.1 0-1-12 1-4-0 Plate Offsets(X,Y): [10:0-2-0,0-0-12],[16:0-2-0,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.47 'Vert(LL) -0.31 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.44 13-15 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:232 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; BOT CHORD 2x4 SP No.2 B=45ft;L=41ft;eave=5ft;Cat.II;Exp C;End., WEBS 2x4 SP No.3 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) OTHERS 2x4 SP No.3 0-0-0 to 4-1-6,Interior(1)4-1-6 to 16-5-10,Exterior(2) BRACING 16-5-10 to 24-8-6,Interior(1)24-8-6 to 37-0-10,Exterior TOP CHORD Structural wood sheathing directly applied or (2)37-0-10 to 41-2-0 zone;cantilever left and right 3-10-7 oc purlins. exposed;end vertical left and right exposed;C-C for BOT CHORD Rigid ceiling directly applied or 6-6-3 oc members and forces&MWFRS for reactions shown; bracing. Lumber DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at midpt 3-13,7-13,8-10,2-16 3) All plates are 3x4 MT20 unless otherwise indicated. 10=0 44) This truss has been designed for a 10.0 psf bottom REACTIONS (size) -4-0,16=0-3-8 Max16=282(LC, chord live load nonconcurrent with any other live loads. Max Uplift 10=-547(LC 10),16=-582(LC 10) 5) *This truss has been designed for a live load of 20.0psf Max Gray 10=1318(LC 1),16=1317(LC 1) on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Maximum Compression/Maximum chord and any other members,with BCDL=5.Opsf. Tension 6) Provide mechanical connection(by others)of truss to TOP CHORD 5-17=-1328/864,6-17=-1349/849, bearing plate capable of withstanding 582 lb uplift at 6-7=-1401/847,7-8=-1918/1004, joint 16 and 547 lb uplift at joint 10. 8-18=-348/34,9-18=-374/0,1-19=-386/0, LOAD CASE(S) Standard 2-19=-360/24,2-3=-1921/1006, 3-4=-1401/847,4-20=-1349/849, 5-20=-1328/864 BOT CHORD 1-16=0/325,15-16=-795/1971, 15-21=-605/1691,14-21=-605/1691, 14-22=-605/1691,13-22=-605/1691, 13-23=-604/1529,12-23=-604/1529, 12-24=-604/1529,11-24=-604/1529, 10-11=-792/1758,9-10=0/314 WEBS 5-13=-463/913,3-13=-603/356, 3-15=-82/329,2-15=-226/215, 7-13=-601/355,7-11=-83/327, 8-11=-222/213,8-10=-2002/1172, 2-16=-1995/1168 NOTES Thomas A.Albani PE No.39380 1) Unbalanced roof live loads have been considered for MiTek USA.Inc.FL Cert 6634 this design. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 I I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1tW02/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Cdtsrla,DS149 and BCSI Building Cornponont 6904 Parke East Blvd. Safety Infoimallargvoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Qty Ply 42 PARADISE PRESERVE T197000a8 20-022132 A02 Roof Special 8 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 Mitek Industries,Inc.Mon Mar 16 13:24:48 Page:1 ID:F2RoW Lv?VVYd6OSKg8Um38ze_20-aKb8?KM6BW?jdwHgbx611 hbW EufZV_EachmghvzaLaD 1 7-2-11 1 13-10-13 1 20-7-0 1 31-7-4 1 38-11-5 141-2-0 1 7-2-11 6-8-3 6-8-3 11-0-4 7-4-2 2-2-11 5x6= 5 3x6., 3x:;••••••••••••0•00" 2x4 n 4224 6 12 3 o 7 6r l- 4x40 4x12 8 0 ., 2 4x5,, 22 llillikihr.'5 9 - 11\L 10 .221.6.6ria r► ro 1 se _ er� 11 vS -/ _ .• ` 17 _- 15 13 o z. 21 20 196 27 18 4x4= 5x8= 12 3x6= 3x6= 4x8= 6x8= 4x5= 41-226= 1-5-12 39-10-0 1-4-0 9-6-8 17-7-4 25-8-0 31-7-4 37-6-8 39-8-0 1 II 1 1 1 I I II 1 1-4-0 8-0-12 8-0-12 8-0-12 5-11-4 5-11-4 2-1-8 Scale=1:73 0-1-12 0-2-0 1-4-0 Plate Offsets(X,Y): [9:0-1-8,0-2-0],[10:0-2-9,0-1-8],[12:0-2-0,0-1-0],[14:0-2-12,0-0-8],[16:0-2-0,0-2-12],[21:0-2-0,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.27 18-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.39 18-20 >999 180 BCLL 0.0' Rep Stress Ina YES WB 0.94 Horz(CT) 0.22 12 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:255 lb FT=20% LUMBER 1) Unbalanced roof live loads have been considered for TOP CHORD 2x4 SP No.2 this design. BOT CHORD 2x4 SP No.2*Except*17-6:2x4 SP No.3 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) WEBS 2x4 SP No.3 Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; BRACING B=45ft;L=41ft;eave=5ft;Cat.II;Exp C;Encl., TOP CHORD Structural wood sheathing directly applied or GCpi=0.18;MWFRS(directional)and C-C Exterior(2) 3-2-11 oc purlins. 0-0-0 to 4-1-6,Interior(1)4-1-6 to 16-5-10,Exterior(2) BOT CHORD Rigid ceiling directly applied or 4-11-11 oc 16-5-10 to 24-8-6,Interior(1)24-8-6 to 37-0 10,Exterior bracing. (2)37-0-10 to 41-2-0 zone;cantilever left and right WEBS 1 Row at midpt 5-16,2-21 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; REACTIONS (size) 12=0-4-0,21=0-3-8 Lumber DOL=1.60 plate grip DOL=1.60 Max Horiz 21=-282(LC 8) 3) All plates are 3x4 MT20 unless otherwise indicated. Max Uplift 12=-549(LC 10),21=-581 (LC 10) 4) This truss has been designed for a 10.0 psf bottom Max Gray 12=1322(LC 1),21=1313(LC 1) chord live load nonconcurrent with any other live loads. FORCES (Ib)-Maximum Compression/Maximum 5) 'This truss has been designed for a live load of 20.0psf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-22=-302/0,2-22=-276/36,2-3=-1937/1044, 3-06-00 tall by 2-00-00 wide will fit between the bottom 3-4=-1548/936,4-23=-1486/938, chord and any other members,with BCDL=5.0psf. 5-23=-1459/953,5-24=-1813/1160, 6) Provide mechanical connection(by others)of truss to 6-24=-1875/1143,6-7=-1769/1023, bearing plate capable of withstanding 549 lb uplift at 7-8=-1901/1003,8-25=-2394/1185, joint 12 and 581 lb uplift at joint 21. 9-25=-2441/1164,9-10=-3069/1453, LOAD CASE(S) Standard 10-11=-134/127 BOT CHORD 1-21=0/249,20-21=-784/1882, 19-20=-603/1583,19-26=-603/1583, 26-27=-603/1583,18-27=-603/1583, 17-18=-19/92,16-17=0/107,6-16=-313/268, 15-16=-885/2141,14-15=-1401/3091, 13-14=-315/771,9-14=-78/298, 12-13=-430/970,11-12=-96/151 WEBS 2-20=-212/205,3-20=-128/348, 3-18=-542/357,5-18=-234/512, 16-18=-355/1126,5-16=-505/909, 8-16=-616/325,8-15=-34/300, 9-15=-957/521,2-21=-1966/1121, Thomas A.Albani PE No.39380 10-14=-1091/2475,10-13=-1021/438, Mitek USA,Inc.FL Cert 6634 10-12=-1664/906 6904 Parke East Blvd.Tampa FL 33610 NOTES Date: March 16,2020 IMIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. poi. Design valid for use only with Mitek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Quality CrM.rla,DSB49 and SCSI Bolding Component 6904 Parke East Blvd. Safety Nformattonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t City Ply 42 PARADISE PRESERVE T19700049 20-022132 A03 Common Girder 1 2 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 E Mar 10 2020 Print:8.330 E Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 14:50:10 Page:1 ID:3Co3mP_m5LingJvUAPaAJPze_2K-C5odfc52iuTFXsiT1 pFK9x5RNOoFNtDSMgigZFzaLCS I 6-7-5 I 12-10-0 I 19-3-0 I 25-8-0 ] 31-10-11 [ 38-6-0 I 6-7-5 6-2-11 6-5-0 6-5-0 6-2-11 6-7-5 5x6= 5 3x6. 11 � 4x4,k 3x4 a 3x6, 4 6 661r23 .' /.. 3x4* 5)(84: 3x4 u 0 2 8 3x4 y 3x4/, 1 9 _ 0 17 . ' MSE A 16 15 14 13 12 11 10 18 19 20 8x8= 54. 4x4= 4x8= 4x8= 4x8= 4x5: 5x8 rr 12x12 ii 6-7-5I 12-10-0 I 19-3-0 25-8-0 I 31-10-11 I 38-6-0 6-7-5 6-2-11 6-5-0 6-5-0 6-2-11 6-7-5 Scale=1:66.9 Plate Offsets(X,Y): [7:0-1-0,0-2-0],[8:0-1-12,0-2-4],[9:0-5-4,0-5-11],[10:0-4-12,0-2-8],[11:0-2-4,0-2-0],[17:Edge,0-7-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) Vdefl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.31 9-10 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.91 Horz(CT) 0.10 9 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:549 lb FT=20% LUMBER 1) 2-ply truss to be connected together with 10d 1) Dead+Roof Live(balanced):Lumber Increase=1.25, TOP CHORD 2x4 SP No.2*Except*9-6,4-1:2x4 SP 2400F (0.131"x3")nails as follows: Plate Increase=1.25 2.0E or 2x4 SP DSS or 2x4 SP M 31 Top chords connected as follows:2x4-1 row at 0-9-0 Uniform Loads(lb/ft) BOT CHORD 2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 OC. Vert:5-9=-54,1-5=-54,9-17=-10 SP M 31'Except'12-14:2x6 SP No.2 Bottom chords connected as follows:2x6-3 rows Concentrated Loads(Ib) WEBS 2x4 SP No.3*Except*2-16,8-10:2x4 SP No.2 staggered at 0-2-0 oc. Vert:10=-5797(F),18=-599(F),19=-878(F),20=-70 SLIDER Right 2x6 SP No.2--7-3-15 Web connected as follows:2x4-1 row at 0-9-0 oc. (F) BRACING 2) All loads are considered equally applied to all plies, TOP CHORD Structural wood sheathing directly applied or except if noted as front(F)or back(B)face in the LOAD 5-6-1 oc purlins, except end verticals. CASE(S)section.Ply to ply connections have been BOT CHORD Rigid ceiling directly applied or 9-5-5 oc provided to distribute only loads noted as(F)or(B), bracing. unless otherwise indicated. WEBS 1 Row at midpt 7-13,8-11 3) Unbalanced roof live loads have been considered for REACTIONS (lb/size) 9=7435/0-4-0,17=2364/0-3-8 Wind::AASs dSn. 17=-291(LC 6) 4) Wind: 7-10;Vult=130mph(3-second gust) Max Horiz Max Uplift 197-2291(LC 8),17=875(LC 8) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=39ft;eave=5ft;Cat.II;Exp C;End., Max Gray 9=7946(LC 2),17=2419(LC 2) GCpi=0.18;MWFRS(directional);cantilever left and FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 right exposed;end vertical left and right exposed; (Ib)or less except when shown. Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD 5-6=-3941/1484,6-7=-4012/1463, 5) All plates are 3x4 MT20 unless otherwise indicated. 7-8=-6874/2277,8-9=-14052/4351, 6) This truss has been designed for a 10.0 psf bottom 1-2=-4189/1493,2-3=-4275/1544, chord live load nonconcurrent with any other live loads. 3-4=-4009/1462,4-5=-3941/1483, 7) 'This truss has been designed for a live load of 20.0psf 1-17=-2327/870 on the bottom chord in all areas where a rectangle BOT CHORD 16-17=-254/573,15-16=-1233/3688, 3-06-00 tall by 2-00-00 wide will fit between the bottom 14-15=-1147/3771,13-14=-1147/3771, chord and any other members,with BCDL=5.0psf. 12-13=-1807/6118,11-12=-1807/6118, 8) Provide mechanical connection(by others)of truss to 10-11=-3671/12063,10-18=-3671/12063, bearing plate capable of withstanding 875 lb uplift at 18-19=-3671/12063,19-20=-3671/12063, joint 17 and 2651 lb uplift at joint 9. 9-20=-3671/12063 9) Hanger(s)or other connection device(s)shall be WEBS 5-13=-1128/3269,3-13=-637/283, provided sufficient to support concentrated load(s)6803 7-13=-3867/1262,2-16=-362/179, lb down and 1722 lb up at 31-8-6,599 lb down and 262 2-15=-284/237,3-15=-32/302, lb up at 33-9-4,and 878 lb down and 529 lb up at 7-11=-1060/3823,8-11=-7050/2204, 35-9-4,and 70 lb down and 9 lb up at 37-8-3 on bottom Thomas A.Albani PE No.39380 8-10=-2140/7536,1-16=-1012/3138 chord. The desigrVselection of such connection device NOTES (s)is the responsibility of others. MiTek USA.Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: March 16.2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. Peg, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall S building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVII ic..;.N. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Quality Cdteda,DSI-89 and ICSI tlulding Component 6904 Parke East Blvd. Safely Ydonnationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa,FL 33610 it Job Truss Truss Type F Qty Ply 42 PARADISE PRESERVE T19700050 20-022132 A04 Common Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:49 Page:1 ID:jE?AjhwdGpgUkY1 WNr??cMze_2P-2W9XCgNIyp7aF4ss91dXau8mR196EdrjrLWODLzaLaC 20-7-0I 41-2-0 20-7-0 20-7-0 5x6= 12 356* 11 l 13 10 14 3x6* 89 • 1$6 61t2 7 1.. el 17 N v 6 18 M 519 T 4 20 3I 21 1 2- i i 22 23 - o- o M . I I 1 I I I I I • 0 44 43 42 41 40 39 38 3736 35 34 33 3231 30 29 28 27 26 25 24 356* 3x6 a 3x6= 3x6= 1-4-OI 41-2-0 { 1-4-0 39-10-0 Scale=1:71.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.15 Horiz(TL) -0.01 24 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:270 lb FT=20% LUMBER TOP CHORD 1-2=-163/194,2-3=-147/196,3-4=-109/176, 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 4-5=-98/167,5-6=-82/162,6-7=-67/227, Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; BOT CHORD 2x4 SP No.2 7-8=-70/291,8-9=-92/346,9-10=-81/353, B=45ft;L=41ft;eave=2ft;Cat.II;Exp C;End., OTHERS 2x4 SP No.3 10-11=-116/440,11-12=-137/536, GCpi=0.18;MWFRS(directional)and C-C Corner(3) BRACING 12-13=-137/536,13-14=-116/440, 0-6-15 to 4-7-0,Exterior(2)4-7-0 to 16-5-10,Corner(3) TOP CHORD Structural wood sheathing directly applied or 14-15=-81/353,15-16=-92/346, 16-5-10 to 24-7-0,Exterior(2)24-7-0 to 36-5-11,Corner 10-0-0 oc purlins. 16-17=-70/291,17-18=-48/227, (3)36-5-11 to 40-7-1 zone;cantilever left and right BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 18-19=-45/162,19-20=-60/138, exposed;end vertical left and right exposed;C-C for bracing. 20-21=-72/149,21-22=-105/165, members and forces&MWFRS for reactions shown; WEBS 1 Row at midpt 12-34,11-35,13-33 22-23=-163/173 Lumber DOL=1.60 plate grip DOL=1.60 24=38-6-0,25=38 6-0,26=38-6-0, BOT CHORD 1-44=-177/184,43-44=-143/184, 3) Truss designed for wind loads in the plane of the truss REACTIONS (size) 42-43=-143/184,41-42=-143/184, only. For studs exposed to wind(normal to the face), 27=38-6-0,28=38-6-0,29=38-6-0, 40-41=-143/184,39-40=-143/184, see Standard Industry Gable End Details as applicable, 30=38-6-0,32=38-6-0,33=38-6-0, 38-39=-143/184,37-38.'143/184, or consult qualified building designer as per ANSI/1'P'1. 34=38-6-0,35=38-6-0,36=38-6-0, 36-37=-143/184,35-36=-143/184, 4) All plates are 2x4 MT20 unless otherwise indicated. 38=38-6-0,39=38-6-0,40=38-6-0, 34-35=-143/184,33-34=-143/184, 5) Gable studs spaced at 2-0-0 oc. 41=38-6-0,42=38-6-0,43=38-6-0, 32-33=-143/184,31-32=-143/184, 6) This truss has been designed for a 10.0 psf bottom 44=38-6-0 30-31=-143/184,29-30=-143/184, chord live load nonconcurrent with any other live loads. Max Horiz 44=273(LC 9) 28-29=-143/184,27-28=-143/184, 7) *This truss has been designed for a live load of 20.0psf Max Uplift 24=-51(LC 10),25=-94(LC 10), 26-27=-143/184,25-26=-143/184, on the bottom chord in all areas where a rectangle 26=-68(LC 10),27=-75(LC 10), 24-25=-143/184,23-24=-143/184 3-06-00 tall by 2-00-00 wide will fit between the bottom 28=-73(LC 10),29=-74(LC 10), WEBS 12-34=-297/47,11-35=-124/197, chord and any other members. 30=-73(LC 10),32=-80(LC 10), 10-36=-111/179,8-38=-114/121, 33=-61(LC 10),35=-61 (LC 10), 7-39=-113/128,6-40=-113/127, 36=-80(LC 10),38=-73(LC 10), 5-41=-114/128,4-42=-114/121, 39=-74(LC 10),40=-73(LC 10), 3-43=-133/174,2-44=-150/220, 41=-75(LC 10),42=-68(LC 10), 13-33=-123/197,14-32=-112/179, 43=-99(LC 9),44=-51(LC 6) 16-30=-114/121,17-29=-113/128, Max Gray 24=212(LC 20),25=157(LC 16), 18-28=-113/127,19-27=-114/128, 26=141 (LC 20),27=135(LC 16), 20-26=-114/121,21-25=-124/174, 28=133(LC 16),29=133(LC 16), 22-24=-150/220 30=134(LC 16),32=132(LC 16), NOTES 33=143(LC 16),34=234(LC 10), 35=144(LC 15),36=131 (LC 15), 1) Unbalanced roof live loads have been considered for 38=134(LC 15),39=134(LC 15), this design. 40=133(LC 15),41=136(LC 15), 42=141(LC 19),43=177(LC 15), Thomas A.Albani PE No.39380 44=239(LC 16) 6634 FORCES (Ib)-Maximum CompressiorVMaximum MiTek904USA,Inc.BFlvd. Certmpa Tension 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 wrrunueu un Kaye 4 mon= mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rev.111402015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTP11 Quality Criteria,DS6-$9 and SCSI Building Component 6904 Parke East Blvd. Safety InbnnoUanovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ; Qty Ply 42 PARADISE PRESERVE 20-022132 A04 Common Supported Gable 1 1 T19700050 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:49 Page:2 ID:jE?AjhwdGpgUkY1 WNr??cMze_2P-2W9XCgNIyp7aF4ss9fdXau8mRI96EdrjrLWODLzaLaC 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 35,80 lb uplift at joint 36,73 lb uplift at joint 38,74 lb uplift at joint 39,73 lb uplift at joint 40,75 lb uplift at joint 41,68 lb uplift at joint 42,99 lb uplift at joint 43,51 lb uplift at joint 44,61 lb uplift at joint 33,80 lb uplift at joint 32,73 lb uplift at joint 30,74 lb uplift at joint 29,73 lb uplift at joint 28,75 lb uplift at joint 27,68 lb uplift at joint 26,94 lb uplift at joint 25 and 51 lb uplift at joint 24. 9) Non Standard bearing condition. Review required. LOAD CASE(S) Standard � I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 110-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPI1 Quality CAM•lia,DSII-119 and ICSI Building Component 6904 Parke East Blvd. Safety k fonnaBargvalloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type rtQty Ply 42 PARADISE PRESERVE 719700051 20-022132 A05 Common 2 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:50 Page:1 ID:mstQ I?vNkCQmUEt8GRyXXxze_2R-W ijvQ?ONi7FR1DR2jM8m76httiLhzzNs4?FxlozaLaB I 6-3-15 12-7-13 ( 18-11-12 I 25-1-10 I 31-3-8 6-3-15 6-3-15 6-3-15 6-1-14 6-1-14 4x4= 5 15 16 4 6112 3 6 17 n 4x4 0 O 2 7 14 Ta 1:/ _ -rt— 13 ... 1i .7 8 — 5x6= 12 18 11 10 19 9 3x6 a 4x4= 3x8= 9-5-14 18-11-12 [ 25-1-10 I 31-3-8 9-5-14 9-5-14 6-1-14 6-1-14 Scale=1:66.9 Plate Offsets(X,Y): [7:0-1-4,0-1-8],[13:0-3-0,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.28 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.37 10-12 >994 180 BCLL 0.0* Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 8 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:198 lb FT=20% LUMBER 2) Wind:ASCE 7-10;VuIt=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; BOT CHORD 2x4 SP No.2 B=45ft;L=31ft;eave=4ft;Cat.II;Exp C;End., WEBS 2x4 SP No.3`Except*8-7:2x4 SP No.2 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) BRACING 0-5-0 to 3-6-9,Interior(1)3-6-9 to 16-1-7,Exterior(2) TOP CHORD Structural wood sheathing directly applied or 16-1-7 to 22-4-9,Interior(1)22-4-9 to 28-3-7,Exterior 4-8-8 oc purlins, except end verticals. (2)28-3-7 to 31-5-0 zone;cantilever left and right BOT CHORD Rigid ceiling directly applied or 7-11-11 oc exposed;end vertical left and right exposed;C-C for bracing. members and fortes&MWFRS for reactions shown; WEBS 1 Row at midpt 2-13,6-10,3-10 Lumber DOL=1.60 plate grip DOL=1.60 ) 8=Mechanical,13=Mechanical 3) All plates are 3x4 MT20 unless otherwise indicated. REACTIONS (size) 81=Met(LC 9) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Max Uplift 8=-415(LC 10),13=410(LC 10) 5) *This truss has been designed for a live load of 20.0psf Max Gray 8=992(LC 1),13=992(LC 1) on the bottom chord in all areas where a rectangle FORCES (Ib)-Maximum Compression/Maximum 3-06-00 tall by 2-00-00 wide will fit between the bottom Tension chord and any other members,with BCDL=5.0psf. TOP CHORD 1-14=-254/205,2-14=-189/218, 6) Refer to girder(s)for truss to truss connections. 2-3=-1398/759,3-4=-894/595, 7) Provide mechanical connection(by others)of truss to 4-15=-817/605,5-15=-811/616, bearing plate capable of withstanding 415 lb uplift at 5-16=-823/620,6-16=-893/608, joint 8 and 410 lb uplift at joint 13. 6-17=-762/516,7-17=-838/503, LOAD CASE(S) Standard 1-13=-235/221,7-8=-962/541 BOT CHORD 12-13=-539/1441,12-18=-369/1196, 11-18=-369/1196,10-11=-369/1196, 10-19=-200/735,9-19=-200/735,8-9=-68/77 WEBS 5-10=-283/479,2-13=-1319/566, 6-10=-127/156,7-9=-339/848, 2-12=-185/203,3-12=-101/339, 3-10=-572/346,6-9=-423/229 NOTES 1) Unbalanced roof live loads have been considered for this design. Thomas A.Albani PE No.39380 Mitek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10433/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVipI1 Qualify Criteria,DSS-69 and IICSI Building Compon.nt 6904 Parke East Blvd. Safety Ydonnallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply 42 PARADISE PRESERVE 719700052 20-022132 A08 Attic 7 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 Mitek Industries,Inc.Mon Mar 16 13:24:50 Page:1 ID:08XX9vwt1 jTgOS IaRgf3bzze_FK-W ijv0?ONi7FRtD R2jM8m76hmNiKmzw1 s4?FxlozaLaB 6-10-8 13-7-0 14-3-4 18-11-12 23-8-4 24-4-8 31-3-8 6-10-8 6-8-8 0-8-4 4-8-8 4-8-8 0-8-4 6-11-0 10-6-0 l 4x4= 2x4= 6 — 2x4 a __ 2x4 a 3x6 0: 18 19 2x4= 45I` 78 612 16 2x4 a 20 3)4* 4x4., r 2 w 9 O O 17 CO 79 co 4x4 e co T 1 �1 15 =�M = _ — — , 10 �I — 12 0 3x6 a 14 13 4x12= 4x12= 21 4x4= 4x12= 4x5 a 4x12= 4x12= 455= 8x12= MT18HS 9x12 = l 6-10-8 i 13-7-0 1 5-3-8 24-4-8 I 31-3-8 6-10-8 6-8-8 1-8-8 9-1-0 6-11-0 Scale=1:78.9 Plate Offsets(X,Y): [1:0-1-8,0-1-12],[9:0-1-12,0-1-12],[10:Edge,0-3-8],[11:0-9-12,Edge],[13:0-2-12,0-2-0],[14:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.60 13-14 >623 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -1.00 13-14 >372 180 MT18HS 244/190 BCLL 0.0* Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic 0.41 11-13 >316 360 Weight:225 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; BOT CHORD 2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 B=45ft;L=31ft;eave=4ft;Cat.II;Exp C;Encl., SP M 31*Except*13-11:2x4 SP No.2 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) WEBS 2x4 SP No.3*Except*8-11,4-13,5-7:2x4 SP 0-5-0 to 3-6-9,Interior(1)3-6-9 to 16-1-7,Exterior(2) No.2 16-1-7 to 22-4-9,Interior(1)22-4-9 to 28-3-7,Exterior BRACING (2)28-3-7 to 31-5-0 zone;cantilever left and right TOP CHORD Structural wood sheathing directly applied or exposed;end vertical left and right exposed;C-C for 3-0-12 oc purlins, except end verticals. members and forces&MWFRS for reactions shown; BOT CHORD Rigid ceiling directly applied or 5-7-7 oc Lumber DOL=1.60 plate grip DOL=1.60 bracing. 3) All plates are MT20 plates unless otherwise indicated. JOINTS 1 Brace at Jt(s):16 4) All plates are 2x4 MT20 unless otherwise indicated. REACTIONS (size) 10=Mechanical,15=Mechanical 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Max Honz 15=359(LC 9) 6) *This truss has been designed for a live load of 20.0psf Max Uplift 10=-244(LC 10),15=-300(LC 10) on the bottom chord in all areas where a rectangle Max Gray 10=1638(LC 18),15=1316(LC 16) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Maximum Compression/Maximum chord and any other members,with BCDL=5.Opsf. Tension 7) Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16, TOP CHORD 1-17=-2191/560,2-17=-2072/575, 7-16; Wall dead load(5.Opsf)on member(s).8-11,4-13 2-3=-1752/401,3-4=-1642/424, 4-5=-1431/468,5-18=-359/178, 8) Bottom chord live load(40.0 psf)and additional bottom 6-18=-297/189,6-19=-342/200, chord dead load(5.0 psf)applied only to room.11-13 7-19=-388/183,7-8=-1469/479, 9) Refer to girder(s)for truss to truss connections. 8-20=-1621/399,9-20=-1727/384, 10)Provide mechanical connection(by others)of truss to 1-15=-1312/421,9-10=-1796/409 bearing plate capable of withstanding 300 lb uplift at BOT CHORD 14-15=-282/387,13-14=-381/2075, joint 15 and 244 lb uplift at joint 10. 12-13=-89/1560,11-12=-89/1560, 11)ATTIC SPACE SHOWN IS DESIGNED AS 11-21=-83/76,10-21=-83/76 UNINHABITABLE. WEBS 8-11=-211/329,9-11=-193/1832, LOAD CASE(S) Standard 4-13=-26/417,2-13=-676/345,2-14=-59/252, 5-16=-1263/338,7-16=-1263/338,6-16=0/66, 1-14=-275/1701 NOTES 1) Unbalanced roof live loads have been considered for this design. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 mg 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely In formalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type I Qty Ply 42 PARADISE PRESERVE 719700053 20-022132 A09 Common Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:51 Page:1 ID:jE?AjhwdGpgUkY1 WNr??cMze_2P-_vGHdLP?TRNIUNOFH31?fJD575r7iXbOIf?UHEzaLaA I 18-11-12 ( 31-3-8 18-11-12 12-3-12 4x4= 12 - 3x4% 1116 ni2ii •ilill 1 a m0 ililIlilli , 1 4 3 • v 35 34 33 32 31 30 29 287 26 25 24 23 22 21 20 3x8 rr 3x4. 3x4= I 28-11-12 131-3-8 I 28-11-12 2-3-12 Scale=1:66.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0* Rep Stress lncr YES WB 0.13 Horiz(TL) -0.01 19 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:240 Ib FT=20% LUMBER TOP CHORD 1-36=-162/123,1-2=-238/187,2-3=-198/152, 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 SP No.2 3-4=-183/139,4-5=-168/126,5-6=-153/113, only. For studs exposed to wind(normal to the face), BOT CHORD 2x4 SP No.2 6-7=-138/174,7-8=-122/238,8-9=-133/294, see Standard Industry Gable End Details as applicable, WEBS 2x4 SP No.3 9-10=-121/301,10-37=-156/370, or consult qualified building designer as per ANSI/TPI 1. OTHERS 2x4 SP No.3 11-37=-150/374,11-12=-177/467, 4) All plates are 2x4 MT20 unless otherwise indicated. BRACING 12-13=-177/467,13-38=-150/374, 5) Gable requires continuous bottom chord bearing. TOP CHORD Structural wood sheathing directly applied or 14-38=-156/370,14-15=-133/301, 6) Truss to be fully sheathed from one face or securely 6-0-0 oc purlins, except end verticals. 15-16=-111/239,16-39=-81/172, braced against lateral movement(i.e.diagonal web). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 17-39=-87/165,17-18=-68/69, 7) Gable studs spaced at 2-0-0 oc. bracing. 18-19=-149/124 8) This truss has been designed for a 10.0 psf bottom WEBS 1 Row at midpt 12 25,11-26,13-24 BOT CHORD 35-36=-156/162,34-35=-156/162, chord live load nonconcurrent with any other live loads. REACTIONS (size) 19=31-3 8, -25,1-3 8,21=31-3-8, 33-34=-156/162,32-33=-156/162, 9) *This truss has been designed for a live load of 20.Opsf 31-32=-156/162,30-31=-156/162, on the bottom chord in all areas where a rectangle 22=31-3-8,23=31-3-8,24=31-3-8, 29-30=-156/162,28-29=-156/162, 3-06-00 tall by 2-00-00 wide will fit between the bottom 25=31-3-8,26=31-3-8,28=31-3-8, 27-28=-156/162,26-27=-156/162, chord and any other members. 29=31-3-8,30=31-3-8,31=31-3-8, 25-26=-156/162,24-25=-156/162, 10)Provide mechanical connection(by others)of truss to 32=31-3-8,33=31-3-8,34=31-3-8, 23-24=-156/162,22-23=-156/162, bearing plate capable of withstanding 188 lb uplift at 35=31-3-8,36=31-3-8 21-22=-156/162,20-21=-156/162, joint 36,129 lb uplift at joint 19,9 lb uplift at joint 25,64 Max Horiz 36=347(LC 9) 19-20=-74/83 lb uplift at joint 26,79 lb uplift at joint 28,73 lb uplift at Max Uplift 19=-129(LC 9),20=-161 (LC 10), WEBS 12-25=-236/81,11-26=-118/191, joint 29,74 lb uplift at joint 30,74 lb uplift at joint 31,73 21=-71(LC 10),22=-74(LC 10), 10-28=-109/148,8-29=-110/123, lb uplift at joint 32,75 lb uplift at joint 33,68 lb uplift at 23=-79(LC 10),24=-64(LC 10), 7-30=-110/128,6-31=-110/127, joint 34,182 lb uplift at joint 35,64 lb uplift at joint 24,79 25=-9(LC 9),26=-64(LC 10), 5-32=-110/128,4-33=-110/122, lb uplift at joint 23,74 lb uplift at joint 22,71 lb uplift at 28=-79(LC 10),29=-73(LC 10), 3-34=-112/170,2-35=-135/257, joint 21 and 161 lb uplift at joint 20. 30=-74(LC 10),31=-74(LC 10), 13-24=-115/191,14-23=-110/148, 32=-73(LC 10),33=-75(LC 10), 15-22=-110/121,16-21=-110/133, 34=-68(LC 10),35=-182(LC 7), 17-20=-124/214,18-20=-177/163 36=-188(LC 8) NOTES Max Gray 19=163(LC 8),20=263(LC 16), 1) Unbalanced roof live loads have been considered for 21=125(LC 16),22=131 (LC 16), this design. 23=130(LC 16),24=135(LC 20), 2) Wind:ASCE 7-10;Vult=13Omph(3-second gust) 25=186(LC 10),26=1389 (LC 15), Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; 28=129(LC 15),3 =130(LC 15), B=45ft;L=31ft;eave=2ft;Cat.II;Exp C;End., 30=130(LC 15),31=130(LC 15), GCpi=0.18;MWFRS(directional)and C-C Corner(3) 32=130(LC 15),5=21311 0-5-0 to 3-3-0,Exterior(2)3-3-0 to 16-1-7,Corner(3) 34=132(LC 1)),,35=203(LCC 155)),, 36=245(LC 9) 16-1-7 to 22-4-9,Exterior(2)22-4-9 to 28-3-7,Corner (3)28-3- t ht N FORCES (Ib)-Maximum Compression/Maximum ; 31-5-0 zone;cantilever left and C-C Thomas Albaninc. PE 63480 exposed end; vertical left and right exposed;C-C for MiTek USA.Inc.FL Cert 6634 Tension members and forces&MWFRS for reactions shown; 6904 Parke East Blvd.Tampa FL 33610 Lumber DOL=1.60 plate grip DOL=1.60 Date: March 16,2020 Lon.rueu un',dye c A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. wit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS/TPl1 Quality Cra.da.05149 and BCSI Holding Component 6904 Parke East Blvd. Safely kdormalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 A09 Common Supported Gable 1 1 719700053 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:51 Page:2 ID:jE?AjhwdGpgUkY1 W Nr??cMze_2P-_vGHdLP?TRNIUN0FH3f?fJD575r7iXb0lf?UHEzaLaA LOAD CASE(S) Standard � 1 rr. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE. int Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DS&119 and BCSI Binding Component 6904 Parke East Blvd. Safely Informellor rvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ). Ory Ply 42 PARADISE PRESERVE 20-022132 B01 Hip Girder 1 2719700054 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:52 Page:1 ID:7pgJLjyW Zk23b?I53_YiD_ze_2M-_vGHdLP?TRNI UNOFH3f?fJDy?5gkiLX01f?UHEzaLaA I 5-3-4 10-0-0 -9-8 20-5-8 5-3-4 I 4-8-12 I 119 8 I 16-1-8 I 4-4-0 5x6= MT18HS 9x12 = 3 4 12 6r 4x6 3x4. 2 2%1144411111444115%444%444412x12= v 3x4 a l i 4x8= i 6 7•_ in nn nn nn Irn U n nn =-in in • 12 13 11 14 15 10 16 9 17 18 819 7 20 8x8= 10x16= 3x8 a 12x12= 8x8= 3x8 II HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1-4-01 5-3-4 9-10-4 11-11-4 16-1-8 20-5-8 1-4-0 3-11-4 I 4-7-0 I 2-1-0 I 4-2-4 I 4-4-0 Scale=1:47.4 [1:0-2-5,Edge],[1:0-6-0,Edge],[2:0-1-8,0-1-12],[3:0-8-8,0-1-12],[4:0-3-0,0-2-0],[5:0-1-8,0-1-8],[6:0-0-8,0-2-13],[8:0-5-0,0-1-8],[9:0-4-0,0-6-0],[10:0-6-0,0-6-4], Plate Offsets(X,Y): [11:0-6-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 10-11 >999 240 MT18HS 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.27 10-11 >888 180 MT20 244/190 BCLL 0.0* Rep Stress Incr NO WB 0.91 Horz(CT) 0.07 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:297 Ib FT=20% LUMBER 1) 2-ply truss to be connected together with 10d 13)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d TOP CHORD 2x4 SP No.2 (0.131"x3")nails as follows: Truss)or equivalent spaced at 2-0-0 oc max.starting at BOT CHORD 2x8 SP 2250F 1.9E or 2x8 SP DSS or 2x8 Top chords connected as follows:2x4-1 row at 0-6-0 2-6-4 from the left end to 18-6-4 to connect truss(es)to SP SS oc. back face of bottom chord. WEBS 2x4 SP No.3 Bottom chords connected as follows:2x8-3 rows 14) Fill all nail holes where hanger is in contact with lumber. SLIDER Left 2x4 SP No.3--4-5-2,Right 2x4 SP No.2 staggered at 0-6-0 oc. LOAD CASE(S) Standard --P-9-8 Web connected as follows:2x4-1 row at 0-9-0 oc. 1) Dead+Roof Live(balanced):Lumber Increase=1.25, BRACING 2) All loads are considered equally applied to all plies, Plate Increase=1.25 TOP CHORD Structural wood sheathing directly applied or except if noted as front(F)or back(B)face in the LOAD Uniform Loads(Ib/ft) 3-1-13 oc purlins,except CASE(S)section.Ply to ply connections have been Vert:1-3=-54,3-4=-54,4-6=-54,1-6=-10 2-0-0 oc puffins(4-0-12 max.):3-4. provided to distribute only loads noted as(F)or(B), Concentrated Loads(Ib) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc unless otherwise indicated. Vert:12=-1205(B),13=-1205(B),14=-1205(B), bracing. 3) Unbalanced roof live loads have been considered for 15=-1205(B),16=-1205(B),17=-1205(B), this design. 18=-1205(B),19=-982(B),20=-982(B) REACTIONS (size) 1=0-3-8,(req.0-4-6),6= 4) Wind:ASCE 7-10;Vult=130mph(3-second gust) Mechanical Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; Max Horiz 1=-115(LC 6) B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., Max Uplift 1=-1421(LC 8),6=-1712(LC 8) GCpi=0.18;MWFRS(directional);cantilever left and Max Gray 1=7449(LC 2),6=6813(LC 2) right exposed;end vertical left and right exposed; FORCES (Ib)-Maximum Compression/Maximum Lumber DOL=1.60 plate grip DOL=1.60 Tension 5) Provide adequate drainage to prevent water ponding. TOP CHORD 1-2=-14394/2740,2-3=-10042/2030, 6) All plates are MT20 plates unless otherwise indicated. 3-4=-8826/1828,4-5=-9610/1992, 7) This truss has been designed for a 10.0 psf bottom 5-6=-11468/2634 chord live load nonconcurrent with any other live loads. BOT CHORD 1-12=-2405/12899,12-13=-2405/12899, 8) *This truss has been designed for a live load of 20.0psf 11-13=-2405/12899,11-14=-2405/12899, on the bottom chord in all areas where a rectangle 14-15=-2405/12899,10-15=-2405/12899, 3-06-00 tall by 2-00-00 wide will fit between the bottom 10-16=-1583/8423,9-16=-1583/8423, chord and any other members. 9-17=-2173/9684,17-18=-2173/9684, 9) WARNING:Required bearing size at joint(s)1 greater 8-18=-2173/9684,8-19=-2173/9684, than input bearing size. 7-19=-2173/9684,7-20=-2173/9684, 10)Refer to girder(s)for truss to truss connections. 6-20=-2173/9684 11)Provide mechanical connection(by others)of truss to WEBS 3-10=-798/4287,4-10=-152/1156, bearing plate capable of withstanding 1712 lb uplift at 4-9=-697/3185,5-9=-1450/671, joint 6 and 1421 lb uplift at joint 1. 5-8=-727/2329,2-10=-4506/860, 12)Graphical purlin representation does not depict the size Thomas A.Albani PE No.39380 2-11=-540/3791 or the orientation of the puriin along the top and/or MiTek USA.Inc.FL Cert 6634 NOTES bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1P11 Quality Cdterla,088-19 and BCSI Bolding Component 6904 Parke East Blvd. Safely WonnatIonovoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700055 20-022132 B02 Hip 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:52 Page:1 ID:BRZYw1xF17oLMicixZWE8Zze_20-S5glghPdEkV96XbRqnAECXm8HV66Rpr9XJk2qgzaLa9 8-0-0 15-9-8 6-8-08 7x10 s 5x6= 2 12 3 12 6� 11 10 4x4 1 '' o v= r Lk] I 5 r 8 7 6 9 2x4n 3x4= 3x4= 4x4= 4x4 2x4 1-5-12 1-4-0 7-10-4 0-5-8 1-4-0 II 6-4-8 16-1104 2664 0-1-12 Scale=1:43.6 Plate Offsets(X,Y): [2:0-3-8,0-3-0],[3:0-3-0,0-2-0],[4:Edge,0-1-12],[5:0-2-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.84 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:106 lb FT=20% LUMBER 5) *This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 6) Refer to girder(s)for truss to truss connections. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection(by others)of truss to 5-1-10 oc purlins, except end verticals,and bearing plate capable of withstanding 252 lb uplift at 2-0-0 oc purlins(6-0-0 max.):2-3. joint 5 and 323 lb uplift at joint 9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Graphical purlin representation does not depict the size bracing. or the orientation of the purlin along the top and/or bottom chord. REACTIONS (size) 5=Mechanical,9=0-3-8 LOAD CASE(S) Standard Max Horiz 9=116(LC 9) Max Uplift 5=-252(LC 10),9=-323(LC 10) Max Gray 5=609(LC 1),9=691 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-170/2,10-11=-146/5,2-11=-144/88, 2-12=-692/554,3-12=-692/554, 3-4=-839/518,4-5=-578/411 BOT CHORD 1-9=0/161,8-9=-328/694,7-8=-328/694, 6-7=-323/678,5-6=-162/193 WEBS 2-9=-790/566,2-7=-15/182,3-7=-92/114, 3-6=0/153,4-6=-189/489 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-1,Exterior(2) 3-9-1 to 20-3-12 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Thomas A.Albani PE No.39380 3) Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634 4) This truss has been designed for a 10.0 psf bottom 6904 Parke East Blvd.Tampa FL 33610 chord live load nonconcurrent with any other live loads. Date. March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Quality Cdt.da,DSB-S9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700056 20-022132 B03 Hip Girder 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:53 Page:1 ID:b0EhZ3z8K2AwD9KHch3xmCze_2L-S5gfghPdEkV96XbRgnAECXmC?V6DRsA9XJk2ggzaLa9 6-0-010-10-12 15-9-8 20-5-8 6-0-0 I 4-10-12 I 4-10-12 I 4-8-0 4x12 2x4 a 5x6= 2 11 12 3 13 14 15 4 6 12 IRI r l 6a 6a l� fl n,. cc 3x4 v (4) - 5 1 t m v= °-','' ' '' r o 6 T o e =2 9 16 17 8 18 19 7 10 3x6 ii 2x4 n 3x8= 5x8= 3x4= 2x4 0 1-5-12 1 1-4-0 1-4-0 I I 5-10-4 I 4-4-8 I 10-15-0 0- 2 I 4 15-9-8 0-2 I 20-5-8 4-8-0 0-1-12 Scale=1:39.1 Plate Offsets(X,Y): [2:0-7-12,0-1-12],[4:0-3-0,0-2-0],[5:0-1-8,0-1-8],[7:0-2-12,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 8-9 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.69 Horz(CT) 0.03 6 n/a n/a BCDL 5.0 Code FRC2017ITPI2014 Matrix-S Weight:106 lb FT=20% LUMBER 3) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. WEBS 2x4 SP No.3 5) *This truss has been designed for a live load of 20.0psf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-10-5 oc puffins, except end verticals,and chord and any other members. 2-0-0 oc purlins(4-4-8 max.):2-4. 6) Refer to girder(s)for truss to truss connections. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 7) Provide mechanical connection(by others)of truss to bracing. bearing plate capable of withstanding 519 lb uplift at REACTIONS (size) 6=Mechanical,10=0-3-8 joint 6 and 542 lb uplift at joint 10. 10=92(LC 7) 8) Graphical purlin representation does not depict the size Max Horiz Max Uplift 10=92 (LC 8),10=-542(LC 8) or the orientation of the purlin along the top and/or 6bottom chord. Max Gray 6=888(LC 1),10=924(LC 1) 9) Hanger(s)or other connection device(s)shall be FORCES (Ib)-Maximum Compression/Maximum provided sufficient to support concentrated load(s)88 lb Tension down and 106 lb up at 6-0-0,101 lb down and 102 lb up TOP CHORD 1-2=-123/136,2-11=-1530/985, at 8-0-12,101 lb down and 102 lb up at 10-0-12,101 lb 11-12=-1530/985,3-12=-1530/985, down and 102 lb up at 11-8-12,and 101 lb down and 3-13=-1529/984,13-14=-1529/985, 102 lb up at 13-8-12,and 207 lb down and 262 lb up at 14-15=-1529/985,4-15=-1530/985, 15-9-8 on top chord,and 75 lb down and 36 lb up at 4-5=-1318/800,5-6=-863/527 6-0-0,28 lb down and 10 lb up at 8-0-12,28 lb down BOT CHORD 1-10=-71/163,9-10=632/1096, and 10 lb up at 10-0-12,28 lb down and 10 lb up at 9-16=-632/1093,16-17=-632/1093, 11-8-12,and 28 lb down and 10 lb up at 13-8-12,and 8-17=-632/1093,8-18=-682/1129, 75 lb down and 36 lb up at 15-8-12 on bottom chord. 18-19=682/1129,7-19=-682/1129, The design/selection of such connection device(s)is the 6-7=-58/116 responsibility of others. WEBS 2-10=-1305/778,2-9=0/228,4-7=-84/114, 10)In the LOAD CASE(S)section,loads applied to the face 5-7=-644/1029,4-8=-305/503,3-8=-439/363, of the truss are noted as front(F)or back(B). 2-8=-364/567 LOAD CASE(S) Standard NOTES 1) Dead+Roof Live(balanced):Lumber Increase=1.25, 1) Unbalanced roof live loads have been considered for Plate Increase=1.25 this design. Uniform Loads(Ib/ft) 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vert:1-2=-54,2-4=-54,4-5=-54,1-6=-10 Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; Concentrated Loads(lb) Thomas A.Albani PE No.39380 B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., Vert:2=-49(F),4=-131(F),7=-40(F),9=-40(F), GCpi=0.18;MWFRS(directional);cantilever left and 11=-49(F),12=-49(F),13=-49(F),15=-49(F), 6904 USA,Inc.BFlvd. Cert Tampa6634 right exposed;end vertical left and right exposed; 16=-14(F),17=-14(F),18=-14(F),19=-14(F) 6904 Parke East Blvd. FL 33610 Lumber DOL=1.60 plate grip DOL=1.60 Date: March 16,2020 1 _ f _ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi. Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAtiMPI1 Quality Cdterla,DS$49 and SCSI lidding Component 6904 Parke East Blvd. Saf.ty kdonnalbnovailable from Truss Rate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply 42 PARADISE PRESERVE 20-022132 CO1 Common Girder 1 2 Job Reference(optional) 119700057 BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:53 Page:1 ID:cdPFztC7IN1 RSg7ub6usvjze_01-wH0121 OF?2dOkhAdOUhTkkIIRvMzAIVJmzUbM7zaLa8 4-11-0 9-10-0 I 14-11-2 I 18-8-0 4-11-0 4-11-0 5-1-2 3-8-14 4x4= 5 i. 1, 4 6 10f 3 4x441, 4x8 4, 7 T 102 \\N 0) �' 44MT18HS `/ 11 // Mei '',' %. Al 18 =1l1 Ill 1911111MINNIIIIIMIII..IIiUi ili1IMPRI1111i1 12 !* 25 26 17 27 2816 29 5��:� �?' ' " ' 3015 14 23 3113 3x6 a 8x8= HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3x4= 3x6 n HUS26 HUS26 4-11-0 I 9-10-0 I 14-11-2 I 18-8-0 I 4-11-0 4-11-0 5-1-2 3-8-14 Scale=1:61.4 Plate Offsets(X,Y): [1:Edge,0-3-0],[2:0-3-0,0-2-0],[8:0-1-8,0-2-0],[11:0-1-8,0-1-8],[16:0-4-0,0-4-8],[17:0-4-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.10 16-17 >999 180 MT18HS 244/190 BCLL 0.0* Rep Stress Incr NO WB 0.75 Horz(CT) 0.02 15 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:357 lb FT=20% LUMBER WEBS 14-23=-637/291,23-24=-511/238, 9) Gable studs spaced at 2-0-0 oc. TOP CHORD 2x4 SP No.2 11-24=-570/260,2-18=-3289/753, 10)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x6 SP No.2 2-17=-772/3310,2-19=-2337/749, chord live load nonconcurrent with any other live loads. WEBS 2x4 SP No.3*Except*18-1:2x4 SP No.2 19-20=-2415/768,16-20=-2418/792, 11)*This truss has been designed for a live load of 20.0psf OTHERS 2x4 SP No.3 5-16=-743/2463,16-21=-703/2845, on the bottom chord in all areas where a rectangle BRACING 21-22=-689/2810,8-22=-652/2636, 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or 8-14=-2870/712,3-19=-119/33,4-20=-58/57, chord and any other members. 6-0-0 oc purlins, except end verticals. 6-21=-65/83,7-22=-497/242, 12)Provide mechanical connection(by others)of truss to ROT CHORD Rigid ceiling directly applied or 6-0-0 oc 15-22=-762/347,9-23=-296/115, bearing plate capable of withstanding 1251 lb uplift at bracing. 10-24=-137/132,13-24=-274/174 joint 12,1114 lb uplift at joint 14,1201 lb uplift at joint 18, JOINTS 1 Brace at Jt(s):19, NOTES 912 lb uplift at joint 15 and 762 lb uplift at joint 13. P1 1) 2-ply truss to be connected together with 10d 13)This truss has large uplift reaction(s)from gravity load REACTIONS (size) 12=6-5-8,13==6-5-8,14=6-5-8, (0.131"x3")nails as follows: case(s).Proper connection is required to secure truss 15=6-5-8,18=0-3-8 Top chords connected as follows:2x4-1 row at 0-9-0 against upward movement at the bearings.Building Max Horiz 18=298(LC 7) °c designer must provide for uplift reactions indicated. Bottom chords connected as follows:2x6-2 rows 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Max Uplift 12=-1251(LC 2),13=-762(LC 8), staggered at 0-8-0 oc. Truss)or equivalent spaced at 2-0-0 oc max.starting at 14=-1114(LC 8),15=-912(LC 8), Web connected as follows:2x4-1 row at 0-9-0 oc. 1-2-4 from the left end to 17-2-4 to connect truss(es)to 18=-1201(LC 8) 2) All loads are considered equally applied to all plies, front face of bottom chord. Max Gray 12=529(LC 8),13=1752(LC 1), except if noted as front(F)or back(B)face in the LOAD 15)Fill all nail holes where hanger is in contact with lumber. 14=3347(LC 2),,115==313180(LC 2), CASE(S)section.Ply to ply connections have been LOAD CASE(S) Standard 18=4617(LC 2) provided to distribute only loads noted as(F)or(B), 1) Dead+Roof Live(balanced):Lumber Increase=1.25, FORCES (Ib)-Maximum Compression/Maximum unless otherwise indicated. Plate Increase=1.25 Tension 3) Unbalanced roof live loads have been considered for TOP CHORD 1-2=-1313/468,2-3=-2047/622, this design. 3-4=-2067/643,4-5=-2038/676, 4) Wind:ASCE 7-10;Vult=130mph(3-second gust) 5-6=-2030/678,6-7=-2124/650, Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; 7-8=-1845/485,8-9=-128/512, B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., 9-10=-193/676,10-11=-270/668, GCpi=0.18;MWFRS(directional);cantilever left and 1-18=-919/364,11-12=-300/709 right exposed;end vertical left and right exposed; BOT CHORD 18-25=-893/3259,25-26=-893/3259, Lumber DOL=1.60 plate grip DOL=1.60 17-26=-893/3259,17-27=-893/3259, 5) Truss designed for wind loads in the plane of the truss 27-28=-893/3259,16-28=-893/3259, only. For studs exposed to wind(normal to the face), 16-29=-521/260,29-30=-521/260, see Standard Industry Gable End Details as applicable, 15-30=-521/260,14-15=-521/260, or consult qualified building designer as per ANSI/I-PI 1. 14-31=-34/30,13-31=-34/30,12-13=-34/30 6) All plates are MT20 plates unless otherwise indicated. Thomas A.Alban)PE rtN663480 7) All plates are 2x4 MT20 unless otherwise indicated. MiTek USA,Inc.FL Cert 6634 8) Truss to be fully sheathed from one face or securely 6904 Parke East Blvd.Tampa FL 33613 braced against lateral movement(i.e.diagonal web). Date: March 16,2020 • LulllelUVU Oil Neye c MINIM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN$IJ WII Qualify Walla,D55-e9 and BCSI Balding Component 6904 Parke East Blvd. Safety YMomralbrgvailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700057 20-022132 CO1 Common Girder 1 2 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:53 Page:2 ID:cdPFzxC71N1 RSg7ub6usvjze_01-wHO121OF?2dOkhAdOUhTkklI RvMzAIVJmzUbM7zaLa8 Uniform Loads(lb/ft) Vert:1-5=-54,5-11=-54,12-18=-10 Concentrated Loads(Ib) Vert 14=-982(F),17=-1126(F),25=-1126(F), 26=-1126(F),27=-1126(F),28=-1126(F),29=-1126 (F),30=-1126(F),31=-982(F) • • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MIF7473 rev.10'D3r2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1Ai ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality C,Seda,DSI1419 and SCSI Bolding Component 6904 Parke East Blvd. Safely InfonnaUonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 42 PARADISE PRESERVE 719700058 20-022132 CO2 Common 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:54 Page:1 ID:BRZYw1 xF17oLMicixZW E8Zze_20-OUyQFNRtmMltLrlpyCDiHyrTzJpmvumS?dD9uZzaLa7 7-7-0 I 15-2-0 7-7-0 7-7-0 8x8 2 10112 8 9 7 10 co 1 3 — vI *Nrowimmonia 11 5 12 4x4. 6 4 2x4 n 2x4 r, 2x4 454= 1-5-12 15-2-0 1-4 I I 7-7-0 I 13-8-4 13-10-0 14-0 6-1-4 6-1-4 0-1-12 0-1-12 1-4-0 Scale=1:53.8 Plate Offsets(X,Y): [1:Edge,0-0-4],[2:Edge,0-3-4],[3:Edge,0-0-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0* Rep Stress Ina YES WB 0.17 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:87 lb FT=20% LUMBER 4) *This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members,with BCDL=5.0psf. BRACING 5) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 241 lb uplift at 6-0-0 oc purlins. joint 6 and 200 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc LOAD CASE(S) Standard bracing. WEBS 1 Row at midpt 2-6,2-4 REACTIONS (size) 4=0-3-8,6=0-3-8 Max Horiz 6=-192(LC 8) Max Uplift 4=-200(LC 10),6=-241 (LC 10) Max Gray 4=485(LC 1),6=485(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-106/38,7-8=-43/68,2-8=-36/197, 2-9=-36/197,9-10=-43/68,3-10=-106/38 BOT CHORD 1-6=-102/174,6-11=-16/318,5-11=-16/318, 5-12=-16/318,4-12=-16/318,3-4=-102/174 WEBS 2-5=0/220,2-6=-446/202,2-4=-446/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-0,Exterior(2) 4-7-0 to 10-7-0,Interior(1)10-7-0 to 12-2-0,Exterior(2) 12-2-0 to 15-2-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Thomas A.APE 69380 3) This truss has been designed for a 10.0 psf bottom N 0 chord live load nonconcurrent with any other live loads. h1iTek USA.Innc.c.F FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIJ Quality Cfltsrla,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Inbrmallonovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 CO3 Common Supported Gable 1 1 T19700059 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:54 Page:1 ID:BRZYw1 xF 17oLMicixZW EBZze_20-OUyQFNRtmMIILrIpyCDiHyrdLJt2vuAS?dD9uZzaLa7 I 7-7-0 I 15-2-0 7-7-0 7-7-0 454= 5 1012 0r 4 :1111.\\\ r r � vm O 3 o cD 2 1 J 8 v's 1:ini.ill 1117 9 I 16 15 14 13 12 11 10 3x4., 354 y 15-2-0 1-4-0 I 13-10-0 Scale=1:45.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0* Rep Stress lncr YES WB 0.15 Horiz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:81 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 B=45ft;L=24ft;eave=2ft;Cat.II;Exp C;End., OTHERS 2x4 SP No.3 GCpi=0.18;MWFRS(directional)and C-C Comer(3) BRACING 0-4-9 to 3-7-0,Exterior(2)3-7-0 to 4-7-0,Corner(3) TOP CHORD Structural wood sheathing directly applied or 4-7-0 to 10-7-0,Exterior(2)10-7-0 to 11-7-0,Corner(3) 10-0-0 oc purlins. 11-7-0 to 14-9-7 zone;cantilever left and right exposed; BOT CHORD Rigid ceiling directly applied or 6-0-0 oc end vertical left and right exposed;C-C for members and bracing. forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (size) 10=12-6-0,11=12-6-0,12=12-6-0, 13=12-6-0,14=12-6-0,15=12-6-0, 3) Truss designed for wind loads in the plane of the truss 2-6-0 only. For studs exposed to wind(normal to the face), 16=12-6-0 Max Horiz 16=12- 8) see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Max Uplift 10=-90(LC 7),11=-140(LC 10), 4) All plates are 2x4 MT20 unless otherwise indicated. 12=-100(LC 10),14=-104(LC 10), 5) Gable studs spaced at 2-0-0 oc. 15=-125(LC 7),16=-100(LC 10) 6) This truss has been designed for a 10.0 psf bottom Max Gray 10=169(LC 15),11=195(LC 16), chord live load nonconcurrent with any other live loads. 12=148(LC 16),13=204(LC 10), 7) *This truss has been designed fora live load of 20.Opsf 14=147(LC 15),15=201 (LC 15), on the bottom chord in all areas where a rectangle 16=180(LC 16) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Maximum Compression/Maximum chord and any other members. Tension 8) Provide mechanical connection(by others)of truss to TOP CHORD 1-2=-97/105,2-3=-114/116,3-4=-127/132, bearing plate capable of withstanding 104 lb uplift at 4-5=-215/237,5-6=-215/237,6-7=-127/132, joint 14,125 lb uplift at joint 15,100 lb uplift at joint 16, 7-8=-100/106,8-9=-86/97 100 lb uplift at joint 12,140 lb uplift at joint 11 and 90 lb BOT CHORD 1-16=-97/94,15-16=-87/84,14-15=-87/84, uplift at joint 10. 13-14=87/84,12-13=-87/84,11-12=-87/84, 9) Non Standard bearing condition. Review required. 10-11=87/84,9-10=-87/84 LOAD CASE(S) Standard WEBS 5-13=-213/155,4-14=-165/148, 3-15=-181/167,2-16=-136/123, 6-12=-165/148,7-11=-181/167, 8-10=-136/123 NOTES 1) Unbalanced roof live loads have been considered for this design. Thomas A.Albani PE No.39380 Mitek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1• Design valid for use only with MiTekar connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IMl Quality CiBMIa,DSBa9 and BCSI Bolding Component 6904 Parke East Blvd. Safety k formallpnavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty Ply 42 PARADISE PRESERVE T197o0060 20-022132 D01 Half Hip 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:54 Page:1 ID:cdPFzxC71N1 RSg7ub6usvize_01-OUyQFNRtmMItLripyCDiHyrY4JnAvrtS?dD9uZzaLa7 16-4-0 5-5-8 I 4-6-8 15-10-0 5-10 0 0-6-b 5-5-8 4x4= 3x4= 12 3.5E 3 10 4 4x4; 2 9 8 1 C=1 7 ►/ 6 6 5 3x4= 3x8= 2x4 ii 2x4 1- -12 I1-4-0 9-10-4 16-4-0 1-4-00- I12 8-3-8 6-5-12 Scale=1:36 Plate Offsets(X,Y): [2:0-0-12,0-2-0],[4:0-1-12,0-1-8],[5:0-2-0,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 6-7 >969 180 BCLL 0.0* Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:80 lb FT=20% LUMBER 4) *This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 5) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 233 lb uplift at 6-0-0 oc purlins, except end verticals,and joint 5 and 253 lb uplift at joint 7. 2-0-0 oc purlins(6-0-0 max.):3-4. 6) Graphical purlin representation does not depict the size BOT CHORD Rigid ceiling directly applied or 7-8-4 oc or the orientation of the purlin along the top and/or bracing. bottom chord. REACTIONS (size) 5=0-5-8,7=0-5-8 LOAD CASE(S) Standard Max Horiz 7=146(LC 7) Max Uplift 5=-233(LC 7),7=-253(LC 10) Max Gray 5=465(LC 1),7=539(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-427/0,2-8=-415/0,2-9=-654/393, 3-9=-616/403,3-10=-596/427, 4-10=-596/427,4-5=-438/301 BOT CHORD 1-7=0/400,6-7=-575/932,5-6=-52/46 WEBS 3-6=-104/134,4-6=-376/634,2-6=-360/307, 2-7=-911/869 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-1,Exterior(2) 5-9-1 to 15-8-4 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom Thomas A.Albani PE No.39380 chord live load nonconcurrent with any other live loads. Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSIuTP11 Quality Criteria,DS11a9 and SCSI Building Component 6904 Parke East Blvd. Safely Ydormatbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700061 20-022132 D02 Hip 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:55 Page:1 ID:4gydAHDI3h913_i48gQ5Rwze_Ok-tgW oTjSVXftkz?KOW vkxg9OfTj85eCvcDHziR?zaLa6 8-0-0 I 14-9-5 I 21-6-11 I 28-4-0 I 36-4-0 I 8-0-0 6-9-5 6-9-5 6-9-5 8-0-0 7x10= 3x4= 3x6= 3x4= 7x10= 3.52 2 ,, 1.= 171:_ 3 _ 4 „ 5 _1920 1 6 14 [[ Elm —r7= r [■ [■ o r1 '' 14 13 ''' 11 10 9 "8 3x6= 3x4= 3x6= 12 3x6= 3x4= 2x4 ii 2x4a 3x4= 2x4 s 3x6= 1-6-12 36-4-0 1 4 0 7-10-4 16-1-4 22-2-10 28-5-12 34-9-4 35 0 0 I1-4-0II 6-3 -8 I 8-3-0 I 6-1-6 I 6-3-2 I 6-3-8 II 0-2-12 0-2-12 1-4-0 Scale=1:61 Plate Offsets(X,Y): [2:0-8-0,0-3-0],[6:0-4-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 12-14 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:172 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 B=45ft;L=36ft;eave=5ft;Cat.II;Exp C;End., WEBS 2x4 SP No.3 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) BRACING 0-0-0 to 13-1-11,Interior(1)13-1-11 to 23-2-5,Exterior TOP CHORD Structural wood sheathing directly applied or (2)23-2-5 to 36-4-0 zone;cantilever left and right 6-0-0 oc puffins,except exposed;end vertical left and right exposed;C-C for 2-0-0 oc purlins(6-0-0 max.):2-6. members and forces&MWFRS for reactions shown; BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Lumber DOL=1.60 plate grip DOL=1.60 bracing. 3) Provide adequate drainage to prevent water ponding. WEBS 1 Row at midpt 5-12 4) All plates are 3x4 MT20 unless otherwise indicated. 8=0-5-8,12=0-5 8,15=0-5-8 5) This truss has been designed for a 10.0 psf bottom REACTIONS (size) 150-54(LC 8) chord live load nonconcurrent with any other live loads. Max 6) 'This truss has been designed for a live load of 20.0psf Max Uplift 8=-242(LC 10),12=-546(LC 10), on the bottom chord in all areas where a rectangle 15=-208(LC 10) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Gray 8=590(LC 20),12=1319(LC 1), chord and any other members. 15=437(LC 19) 7) Provide mechanical connection(by others)of truss to FORCES (Ib)-Maximum Compression/Maximum bearing plate capable of withstanding 546 lb uplift at Tension joint 12,208 lb uplift at joint 15 and 242 lb uplift at joint TOP CHORD 1-2=-203/0,2-16=-504/366,16-17=-504/366, 8. 17-18=-504/366,3-18=-504/366, 8) Graphical puriin representation does not depict the size 3-4=-403/770,4-5=-403/770,5-19=-602/367, or the orientation of the puriin along the top and/or 19-20=-602/367,20-21=-602/367, bottom chord. 6-21=-602/367,6-7=-302/44 LOAD CASE(S) Standard BOT CHORD 1-15=0/179,14-15=-215/491, 13-14=-391/289,12-13=-391/289, 11-12=-212/551,10-11=-212/551, 9-10=-482/927,8-9=-478/931,7-8=0/274 WEBS 2-15=-434/337,2-14=-230/241, 3-14=-548/906,3-12=-775/513, 5-12=-1398/819,5-10=-67/265, 6-10=-366/269,6-9=0/200,6-8=-791/565 NOTES 1) Unbalanced roof live loads have been considered for this design. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE*18.7473 rev.10/03/2015 BEFORE USE. fal Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1P11 Quality Cdte,a,DSaa9 and SCSI Bolding Component 6904 Parke East Blvd. Safety kdormalbrgvailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply 42 PARADISE PRESERVE T197oo062 20-022132 D03 Hip Girder 1 1 Job Reference(optional) BMC(Midway,GA),Midway.GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:56 Page:1 I D:v_KuRKI W fXvSnvAEV4 W Vh Bze_oe-tg W oTjSVXftkz?KO W vkxg9Ob_j42eBicDHziR?zaLa6 I 6-0-0 I 10-9-6 [ 15-8-7 I 20-7-9 I 25-6-10 I 30-4-0 I 36-4-0 6-0-0 4-9-6 4-11-2 4-11-2 4-11-2 4-9-6 6-0-0 4x4= 5x6= 3x4= 3x8= 3x6= 2x4 a 5x6= 3.5 2 2 m19 �0�1 22 X23 24,4 2 26 5 6� 27,, 282307 3� 3g, 8 3x6, v 3x8 n - 9 q 's 1 10 N -mi let OM �.,1 0 17 33 34 16 35 15 36 37 38 39 3 40 41 12 42 43 11 ' 3x6= 14 4 3x4= 3x6= 14 5x6= 4x8= 2x4 a 5x6 5x6= 3x6= 16-1-4 36-4-0 1 4 0 5-10-4 10-9-6 15-8-7 20-7-9 25-6-10 30-5-12 35-0-0 I1-4-0[ 4- 6-4 [ 4- 11-2 I 4-11-2 0-4-13 I I 4-6-5 I 4-11-2 [ 4-11-2 I 4-6-4 [1-4-0I Scale=1:60.8 Plate Offsets(X,Y): [1:0-2-9,0-0-2],[1:0-0-4,Edge],[4:0-2-4,0-1-8],[10:0-3-4,0-2-8],[12:0-2-8,0-2-0],[13:0-2-4,0-3-0],[14:0-3-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/dell Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.21 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.31 11-12 >792 180 BCLL 0.0* Rep Stress Incr NO WB 0.77 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:164 lb FT=20% LUMBER BOT CHORD 1-17=-303/914,17-33=-308/903, 9) Hanger(s)or other connection device(s)shall be TOP CHORD 2x4 SP No.2'Except*2-5:2x4 SP 1650F 33-34=-308/903,16-34=-308/903, provided sufficient to support concentrated load(s)119 1.5E or 2x4 SP No.1 or 2x4 SP SS 16-35=-108/117,15-35=-108/117, lb down and 120 lb up at 6-0-0,100 lb down and 119 lb BOT CHORD 2x4 SP No.2 15-36=-108/117,14-36=-108/117, up at 8-0-12,100 lb down and 119 lb up at 10-0-12, WEBS 2x4 SP No.3*Except* 14-37=-2331/1096,37-38=-2331/1096, 100 lb down and 119 lb up at 12-0-12,100 lb down and 16-2,14-3,13-4,12-6,12-8:2x4 SP No.2 38-39=-2331/1096,13-39=-2331/1096, 119 lb up at 14-0-12,100 lb down and 119 lb up at WEDGE Left:2x4 SP No.2 13-40=-417/911,40-41=-417/911, 15-0-12,100 lb down and 119 lb up at 17-0-12,100 lb SLIDER Right 2x4 SP No.3--2-5-14 12-41=-417/911,12-42=-1141/2452, down and 119 lb up at 18-3-4,100 lb down and 119 lb BRACING 42-43=-1141/2452,11-43=-1141/2452, up at 20-3-4,100 lb down and 119 lb up at 22-3-4,100 TOP CHORD Structural wood sheathing directly applied or 10-11=-1135/2461 lb down and 119 lb up at 24-3-4,100 lb down and 119 3-4-1 oc purlins,except WEBS 2-17=0/363,8-11=0/350,3-16=-49/513, lb up at 26-3-4,and 100 lb down and 119 lb up at 2-0-0 oc porins(2-10-13 max.):2-8. 2-16=-868/352,3-14=-2557/1132, 28-3-4,and 318 lb down and 330 lb up at 30-4-0 on top BOT CHORD Rigid ceiling directly applied or 3-7-4 oc 4-14=-1798/954,4-13=-1582/3399, chord,and 151 lb down at 6-0-0,56 lb down at 8-0-12, bracing. 6-13=-1087/609,6-12=-826/1756, 56 lb down at 10-0-12,56 lb down at 12-0-12,56 lb WEBS 1 Row at midpt 3-14 7-12=-542/356,8-12=-59/184 down at 14-0-12,56 lb down at 15-0-12,56 lb down at NOTES 17-0-12,56 lb down at 18-3-4,56 lb down at 20-3-4,56 REACTIONS (size) 1=0-5-8,10=0-5-8,14=0-5-8 1) Unbalanced roof live loads have been considered for lb down at 22-3-4,56 lb down at 24-3-4,56 lb down at Max Horiz 1=25(LC 7) 26-3-4,and 56 lb down at 28-3-4,and 151 lb down at this design. Max Uplift 1=-170(LC 8),10=-437(LC 8), 30-3-4 on bottom chord. The design/selection of such 14=-1297(LC 8) 2) Wind:ASCE 7-10;Vult=130mph(3 second gust) connection device(s)is the responsibility of others. Max Gray 1=443(LC 17),10=933(LC 18), Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; 10) In the LOAD CASE(S)section,loads applied to the face 14=2827(LC 1) B=45ft;L=36ft;eave=5ft;Cat.II;Exp C;Encl., of the truss are noted as front(F)or back(B). GCpi=0.18;MWFRS(directional);cantilever left and FORCES (Ib)-Maximum Compression/Maximum right exposed;end vertical left and right exposed; LOAD CASE(S) Standard Tension Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD 1-2=-1000/351,2-18=-102/156, 3) Provide adequate drainage to prevent water ponding. 18-19=-102/156,3-19=-102/156, 4) All plates are 3x6 MT20 unless otherwise indicated. 3-20=-1023/2331,20-21=-1023/2331, 5) This truss has been designed for a 10.0 psf bottom 21-22=-1023/2331,22-23=-1023/2331, chord live load nonconcurrent with any other live loads. 23-24=-1023/2331,4-24=-1023/2331, 6) 'This truss has been designed for a live load of 20.0psf 4-25=-911/477,25-26=-911/477, on the bottom chord in all areas where a rectangle 5-26=-911/477,5-6=-911/477, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-27=-2547/1250,27-28=-2547/1250, chord and any other members. 28-29=-2547/1250,29-30=-2547/1250, 7) Provide mechanical connection(by others)of truss to 7-30=-2547/1250,7-31=-2546/1250, bearing plate capable of withstanding 1297 lb uplift at 31-32=-2546/1250,8-32=-2547/1250, joint 14,170 lb uplift at joint 1 and 437 lb uplift at joint 8-9=-2565/1233,9-10=-2611/1225 10 p p Thomas A.Albani PE No.39380 8) Graphical purlin representation does not depict the size MiTek USA Inc.FL Cert 6634 or the orientation of the purlin along the top and/or 6904 Parke East Blvd.Tampa FL 33610 bottom chord. Date: March 16,2020 ',V1 ne lutiu vi I Neya c 7 ml A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not1111, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Cdt.da,DSB-59 and BCSI Bolding Component 6904 Parke East Blvd. Safely Infoimalbnnvailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE Tt9700062 20-022132 D03 Hip Girder 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:56 Page 2 ID:v_KuRKI W fXvSnvAEV4W VhBze_Oe-tgW oTjSVXftkz?KOW vkxg90b_j42eBicDHzi R?zaLa6 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(Ib/ft) Vert:1-2=-54,2-8=-54,8-10=-54,1-10=-10 Concentrated Loads(Ib) Vert:5=-100(B),15=-19(B),17=-50(B),11=-50(B), 2=-100(B),8=-271(B),18=-100(B),19=-100(B), 21=-100(B),23=-100(B),24=-100(B),25=-100(B), 26=-100(B),27=-100(B),29=-100(B),31=-100(B), 32=-100(B),33=-19(B),34=-19(B),35=-19(B), 36=-19(B),37=-19(B),38=-19(B),39=-19(B), 40=-19(B),41=-19(B),42=-19(B),43=-19(B) � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE*11-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Qualify Cdt.da,DS1149 and SCSI Bolding Component 6904 Parke East Blvd. Safety Inlommlbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Oty Ply 42 PARADISE PRESERVE 719700063 20-022132 E01 Attic 2 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:57 Page:1 ID:bfiDV W YvnsW Y2C_DUhMB4Pze?hT-p3eYuPTm3H7RCIUOdKmPvaT?sW ij691uhbSpVuzaLa4 i1-4 Q 4-11-12 (6 7-4� 13-8-12 5'4' 204-0 i1-8-1 1-4-0 4-11-12 1-7-8 7-1-7 11-7-81 4-11-12 1-4-0 6x8 4, 6x84 cV v 4 v _ 22 _ 23 5 —rte—a n .& w '-,n o6 36o- 10 Jb98 IL 4 NNNLf1— - 19 2x4 II 18 1715 13 10 2x4 a 4x8 a 2x4= 3x8= 6-4-0 15-4-4 4-11-12 5-11-8 {2"�9-2-8(11-2-8(13-2-8j15-2-8jj 20-4-0 4-11-12 0-1-12 2-0-0 2-0-0 2-0-0 2-0-0 4-11-12 Scale=1:74 1-2-8 0-1-12 Plate Offsets(X,Y): [2:0-1-0,0-1-12],[3:0-1-8,0-1-8],[6:0-1-8,0-1-8],[7:0-1-0,0-1-12] 0 10 0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.34 18-19 >707 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.36 18-19 >675 180 BCLL 0.0* Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 9 r1/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic -0.10 11-16 >999 360 Weight:187 lb FT=20% LUMBER 1) Unbalanced roof live loads have been considered for TOP CHORD 2x4 SP No.2*Except*4-5:2x8 SP 2250F this design. 1.9E or 2x8 SP DSS or 2x8 SP SS 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; WEBS 2x4 SP No.3*Except*3-18,6-10:2x4 SP No.2 B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., BRACING GCpi=0.18;MWFRS(directional)and C-C Exterior(2) TOP CHORD Structural wood sheathing directly applied or -1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-5-8,Exterior(2) 6-0-0 oc purlins, except end verticals,and 2-5-8 to 17-10-8,Interior(1)17-10-8 to 18-8-0,Exterior 2-0-0 oc purlins(6-0-0 max.):4-5. (2)18-8-0 to 21-8-0 zone;cantilever left and right BOT CHORD Rigid ceiling directly applied or 6-0-0 oc exposed;end vertical left and right exposed;C-C for bracing. members and forces&MWFRS for reactions shown; WEBS 1 Row at midpt 3-16,6-11 Lumber DOL=1.60 plate grip DOL=1.60 JOINTS 1 Brace at Jt(s):12, 3) Provide adequate drainage to prevent water ponding. 14 4) All plates are 3x4 MT20 unless otherwise indicated. 9=0-5-8,19=0 5) This truss has been designed for a 10.0 psf bottom REACTIONS (size) 05 8 Max190 (LC1chord live load nonconcurrent with any other live loads. 9=-169(LC 10),19=-169(LC 6) *This truss has been designed for a live load of 20.Opsf Max Uplifton the bottom chord in all areas where a rectangle Max Gray9=1170(LC 16),19=117069L(LC 10) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Maximum Compression/Maximum chord and any other members. Tension 7) Ceiling dead load(5.0 psf)on member(s).3-4,4-5,5-6; TOP CHORD 1-2=0/51,2-20=-749/294,20-21=-694/303, Wall dead load(5.0psf)on member(s).3-16,6-11 3-21=-653/317,3-4=-600/383, 8) Bottom chord live load(40.0 psf)and additional bottom 4-22=-563/375,22-23=-563/375, chord dead load(5.0 psf)applied only to room.14-16, 5-23=-563/375,5-6=-598/383, 12-14,11-12 6-24=-657/317,24-25=-690/303, 9) Provide mechanical connection(by others)of truss to 7-25=-753/293,7-8=0/51,2-19=-1196/299, bearing plate capable of withstanding 169 lb uplift at 7-9=-1188/299 joint 19 and 169 lb uplift at joint 9. BOT CHORD 18-19=-431/373,17-18=-265/777, 10)Graphical purlin representation does not depict the size 15-17=-265/777,13-15=0/1862, or the orientation of the puriin along the top and/or 10-13=0/1352,9-10=-84/116, bottom chord. 14-16=-857/119,12-14=-1205/0, 11)Attic room checked for U360 deflection. 11-12=-219/229 LOAD CASE(S) Standard WEBS 16-18=-511/0,3-16=-236/212, 10-11=-253/72,6-11=-235/211,2-18=-75/895, 7-10=-70/889,15-16=0/856,10-12=-1050/0, Thomas A.Albani PE No.39380 12-13=0/315,13-14=-396/223, Mitek USA,Inc.FL Cert 6634 14-15=-814/93 6904 Parke East Blvd.Tampa FL 33610 NOTES Date: March 16,2020 t mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5117.7473 rev.1003/3015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality CAteda,DS1149 and BCSI Balding Component 6904 Parke East Blvd. Safely informa110navailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T1s70o0sa 20-022132 E02 Piggyback Base Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:58 Page:1 ID:UIFExLCPNCrzV6Wf VZOn ljzdyJO-HFCw51UOgaFIgS2bB 1 HeRoODUwDrrc32vFBM1 KzaLa3 1-6-7 21-8-0 i1-4-q I 7-0-12 I 13-3-4 I 18-9-9 20-4-Q I 1-4-01-6-7 5-6-5 6-2-8 5-6-5 1-6-711-4-0 3x4, 3x4.4, 7 26 8 27 9 1012/I 10 N r T 11 ax8x N 5x3x4 1213 r•--'1) - inh t0-� 5 • Grp N N 6 to L 7 - - - 25 � •--vvvr•-•y-• 16 3x6u 24 222 21 20 19 18 17 3x4= 4x4= 12-2-0 I 20-4-0 2-2-0 18-2-0 Scale=1:71.1 Plate Offsets(X,Y): [2:0-5-0,0-1-8],[7:0-1-6,0-0-10],[9:0-1-6,0-0-10],[14:0-7-15,Edge],[16:0-2-0,0-0-8],[22:0-2-0,0-1-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.47 Horz(CT) 0.00 16 n/a rVa BCDL 5.0 Code FRC2017ITPI2014 Matrix-S Weight:189 lb FT=20% LUMBER BOT CHORD 24-25=-416/351,23-24=-108/139, 11)Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 22-23=-108/139,21-22=-108/139, bearing plate capable of withstanding 854 lb uplift at BOT CHORD 2x4 SP No.2 20-21=-108/139,19-20=-108/139, joint 25,236 lb uplift at joint 16,128 lb uplift at joint 21, WEBS 2x4 SP No.3 18-19=-108/139,17-18=-108/139, 30 lb uplift at joint 19,193 lb uplift at joint 23,751 lb OTHERS 2x4 SP No.3*Except*22-22:2x4 SP No.2 16-17=-108/139 uplift at joint 24,187 lb uplift at joint 18,111 lb uplift at BRACING WEBS 6-21=-269/162,10-19=-199/56, joint 17 and 131 lb uplift at joint 20. TOP CHORD Structural wood sheathing directly applied or 5-23=-225/257,4-24=-163/73, 12)Graphical puffin representation does not depict the size 6-0-0 oc purlins, except end verticals,and 11-18=-224/257,12-17=-173/92, or the orientation of the puriin along the top and/or 2-0-0 oc purlins(6-0-0 max.):7-9. 8-20=-249/158,2-24=-847/845 bottom chord. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc NOTES LOAD CASE(S) Standard bracing, Except: 1) Unbalanced roof live loads have been considered for 6-0-0 oc bracing:24-25. this design. WEBS 1 Row at midpt 6-21,10-19,5-23,11-18, 2) Wind:ASCE 7-10;Vult=13omph(3-second gust) 8-P0 Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; REACTIONS (size) 16=20-4-0,17=20-4-0,18=20-4-0, B=45ft;L=24ft;eave=2ft;Cat.II;Exp C;End., 19=20-4-0,20=20-4-0,21=20-4-0, GCpi=0.18;MWFRS(directional)and C-C Corner(3) 23=20-4-0,24=20-4-0,25=20-4-0 -1-4-0 to 1-8-0,Exterior(2)1-8-0 to 4-0-12,Corner(3) Max Horiz 25=438(LC 8) 4-0-12 to 16-2-0,Exterior(2)16-2-0 to 18-8-0,Corner Max Uplift 16=-236(LC 10),17=-111 (LC 10), (3)18-8-0 to 21-8-0 zone;cantilever left and right 18=-187(LC 19=-30(LC 7), exposed;end vertical left and right exposed;C-C for 20=-131(LC 10),7),21930(LC 9), members and forces&MWFRS for reactions shown; 23=-193(LC 10),24=-751 (LC 9), Lumber DOL=1.60 plate grip DOL=1.60 25=-854(LC 8) 3) Truss designed for wind loads in the plane of the truss Max Gray 16=197(LC 16),17=171 (LC 16), only. For studs exposed to wind(normal to the face), 18=119(LC 9),19=305(LC 15), see Standard Industry Gable End Details as applicable, 20=431 (LC 15),21=388(LC 15), or consult qualified building designer as per ANSI/FPI 1. 23=77(LC 1),24=874(LC 8), 4) Provide adequate drainage to prevent water ponding. 25=966(LC 9) 5) All plates are 2x4 MT20 unless otherwise indicated. FORCES (Ib) Maximum Compression/Maximum 6) Gable requires continuous bottom chord bearing. Tension 7) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). TOP CHORD 2-25=-944/830,1-2=0/45,2-3=-312/325, 8) Gable studs spaced at 2-0-0 oc. 3-4=-295/336,4-5=-308/393,5-6=-345/567, 9) This truss has been designed for a 10.0 psf bottom 6-7=-293/443,7-26=-300/468, chord live load nonconcurrent with any other live loads. 8-26=-300/468,8-27=-300/468, 10)• 9p This truss has been designed fora live load of 20.0psf 9-27=-300/468,9-10=-293/443, Thomas A.Albani PE No.39380 10-11=-345/567,11-12=-219/394, on the bottom chord in all areas where a rectangle MiTek USA,Inc.FL Cert 6634 12-13=-135/324,13-14=-151/314, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6904 Parke East Blvd.Tampa FL 33610 14-15=0/45,14-16=-218/368 chord and any other members,with BCDL=5.0psf. Date: - March 16,2020 4 r.- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.1OV32015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP11 Qualify Cdteda,DS0-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety IMomnallonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700065 20-022132 F01 Floor 6 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:58 Page:1 ID:VjiGiDAn9EjLPY9Goe4F8vzeEzK-HFCw51UOgaFIgS2bB1 HeRo051w1 orXo2vFBM1 KzaLa3 2-6-0 0-1-8 I 1-4-0 1.5x3 n 1.5x3 1.5x3= 4x12= 1.5x3 rr 3x6= 1.5x3 n 3x4= 3x6 FP 3x6= 1.5x3 a 4x12= 1.5x3 rr 1 2 3 4 5 6 7 8 9 10 11 12 • 13 i 19 18 17 16 15 14 tIg 3x8= 4x8= 1.5x3 rr 3x6= 4x8= 3x8= MT2OHS 3x10 FP 3x6= 3x6= 24-10-0 24-10-0 Scale=1:43.9 Plate Offsets(X,Y): [6:0-1-8,Edge],[14:0-2-0,Edge],[17:0-1-8,Edge],[19:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.78 15-16 >379 360 MT2OHS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -1.07 15-16 >277 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.14 13 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:123 lb FT=20%F,11%E LUMBER 5) Required 2x6 strongbacks,on edge,spaced at 10-00-00 TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 oc and fastened to each truss with 3-10d(0.131"X 3") SPM 31(flat)*Except*7-12:2x4 SP 1650F nails. Strongbacks to be attached to walls at their outer 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) ends or restrained by other means. BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 6) CAUTION,Do not erect truss backwards. SP M 31(flat) LOAD CASE(S) Standard WEBS 2x4 SP No.3(flat)*Except*14-11,19-2:2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size) 13=0-3-8,20=0-5-8 Max Gray 13=1355(LC 1),20=1349(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-105/0,1-21=-105/0,12-13=-103/0, 1-2=-5/0,2-3=-4636/0,3-4=-4636/0, 4-5=-6817/0,5-6=-6817/0,6-7=-6765/0, 7-8=-6765/0,8-9=-6765/0,9-10=-4597/0, 10-11=-4597/0,11-12=0/0 BOT CHORD 19-20=0/2656,18-19=0/5976,17-18=0/5976, 16-17=0/6817,15-16=0/6817,14-15=0/5950, 13-14=0/2607 WEBS 11-13=-2882/0,2-20=-2918/0,11-14=0/2200, 2-19=0/2189,10-14=-248/0,3-19=-253/0, 9-14=-1496/0,4-19=-1482/0,9-15=0/901, 4-17=0/1234,8-15=-338/0,5-17=-324/0, 6-15=-711/514,6-16=-192/99 NOTES 1) Unbalanced floor live loads have been considered for this design. Thomas A.Albani PE No-39380 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. Mitek USA,Inc.FL Cert 6634 4) The Fabrication Tolerance at joint 18=11% 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. Mi'. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/NSI/IPI1 Quality Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Informalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T197oo066 20-022132 F02 Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:59 Page:1 ID:zvFevZBPwYrCOikSLMbUg7zeEzJ-I RIJI4V0buN9Scdnllot_?YUxKbcaABB8vxvamzaLa2 0-1-8 H 3x6 FP 1 2 3 4 5 6 7 8 9 10 11 12 1131 15 16 17 18 19 20 21 '"a - - 42?; -..-:.-. -.-. .-. -. 1❖❖❖❖❖❖❖ ❖: :❖❖•❖• •❖••5❖❖❖❖❖❖•:❖:❖: ❖ ❖ :'❖: :❖ ❖ ❖❖ ❖❖ •,❖ 22 y ••• ••♦••• ...:.:..:..:..:.....: .....:.:....::..:..:.:..:.:.:..:..:..:..:..:..:..::...........:.....:.....❖..........:.....:..:.:: 3x4- 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP 24-10-0 24-10-0 Scale=1:43.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FRC2017TTPI2014 Matrix-R Weight:107 lb FT=20%F,11%E LUMBER BOT CHORD 41-42=0/5,40-41=0/5,39-40=0/5,38-39=0/5, TOP CHORD 2x4 SP No.2(flat) 37-38=0/5,36-37=0/5,35-36=0/5,34-35=0/5, BOT CHORD 2x4 SP No.2(flat) 33-34=0/5,32-33=0/5,31-32=0/5,30-31=0/5, WEBS 2x4 SP No.3(flat) 29-30=0/5,28-29=0/5,27-28=0/5,26-27=0/5, OTHERS 2x4 SP No.3(flat) 25-26 0/5,24-25=0/5,23-24=0/5,22-23=0/5 BRACING WEBS 2-41=-133/0,3-40=-134/0,4-39=-133/0, TOP CHORD Structural wood sheathing directly applied or 5-38=-133/0,6-37=-133/0,7-36=-133/0, 6 0-0 oc purlins, except end verticals. 8-34=-133/0,9-33=-133/0,10-32=-133/0, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 11-31=-133/0,12-30=-133/0,13-29=-133/0, bracing. 15-28=-133/0,16-27=-133/0,17-26=-134/0, REACTIONS (size) 22=24-10-0,23=24-10-0, 18-25=-132/0,19-24=-138/0,20-23=112/0 24=24-10-0,25=24-10-0, NOTES 26=24-10-0,27=24-10-0, 1) All plates are 1.5x3 MT20 unless otherwise indicated. 28=24-10-0,29=24-10-0, 2) Gable requires continuous bottom chord bearing. 30=24-10-0,31=24-10-0, 3) Truss to be fully sheathed from one face or securely 32=24-10-0,33=24-10-0, braced against lateral movement(i.e.diagonal web). 34=24-10-0,36=24-10-0, 4) Gable studs spaced at 1-4-0 oc. 37=24-10-0,38=24-10-0, 5) Recommend 2x6 strongbacks,on edge,spaced at 39=24-10-0,40=24-10-0, 10-00-00 oc and fastened to each truss with 3-10d 41=24-10-0,42=24-10-0 (0.131"X 3")nails. Strongbacks to be attached to walls Max Gray 22=34(LC 1),23=119(LC 1), at their outer ends or restrained by other means. 24=152(LC 1),25=145(LC 1), 6) CAUTION,Do not erect truss backwards. 26=147(LC 1),27=147(LC 1), LOAD CASE(S) Standard 28=147(LC 1),29=147(LC 1), 30=147(LC 1),31=147(LC 1), 32=147(LC 1),33=147(LC 1), 34=147(LC 1),36=147(LC 1), 37=147(LC 1),38=147(LC 1), 39=147(LC 1),40=146(LC 1), 41=149(LC 1),42=51(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 42-43=48/0,1-43=-48/0,21-22=-28/0, 1-2=-5/0,2-3=-5/0,3-4=-5/0,4-5=-5/0, 5-6=-5/0,6-7=-5/0,7-8=-5/0,8-9=-5/0, 9-10=-5/0,10-11=-5/0,11-12=-5/0, Thomas A.Albani PE No.39380 12-13=-5/0,13-14=-5/0,14-15=-5/0, Mitek USA,Inc.FL Cert 6634 15-16=-5/0,16-17=-5/0,17-18=-5/0, 18-19=-5/0,19-20=-5/0,20-21=-5/0 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.1 MAAr1015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated b to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Quality CAteda,DS$-89 and SCSI Bolding Component 6904 Parke East Blvd. Saf•fy mfonnallaswsvaiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE Ti970o067 20-022132 F03 Floor 3 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:59 Page:1 I D:zvFevZBPwYrCOikSLMbUg7zeEzJ-IRIJ I4V0buN9Scdn I lot_?YJKKMOazjB8vxvamzaLa2 2-6-0 0-1-8 1-5-8 1.553 a 1.553 n 354= 1.553= 4x8= 1.5x3 ri 354= 1.553 a 3x6 FP 1.5x3 ri 4x8= 1.5x3 ri 1 2 3 4 5 6 7 8 9 10 11 • • 18 12 17 16 15 14 13 358= 356= 458 3x4= 3x4= 4x8= 3x6= MT2OHS 3x10 FP 1.5x3= 22-4-0 22-4-0 Scale=1:40.1 Plate Offsets(X,Y): [4:0-1-12,Edge],[8:0-1-12,Edge],[13:0-2-8,Edge],[14:0-1-8,Edge],[15:0-1-8,Edge],[17:0-3-12,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.54 14-15 >490 360 MT2OHS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.74 14-15 >357 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 12 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:110 lb FT=20%F,11%E LUMBER 5) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 10-00-00 oc and fastened to each truss with 3-10d SP SS(flat)*Except*7-11:2x4 SP No.2(flat) (0.131"X 3")nails. Strongbacks to be attached to walls BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 at their outer ends or restrained by other means. SP SS(flat)*Except*16-12:2x4 SP 2400F 6) CAUTION,Do not erect truss backwards. 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat) LOAD CASE(S) Standard WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:15-17. REACTIONS (size) 12=0-3-8,18=0-5-8 Max Gray 12=1218(LC 1),18=1212(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 18-19=-104/0,1-19=-104/0,11-12=-102/0, 1-2=-5/0,2-3=-4051/0,3-4=-4051/0, 4-5=-5569/0,5-6=-5569/0,6-7=-5569/0, 7-8=-5569/0,8-9=-4015/0,9-10=-4015/0, 10-11=0/0 BOT CHORD 17-18=0/2364,16-17=0/5100,15-16=0/5100, 14-15=0/5569,13-14=0/5081,12-13=0/2318 WEBS 10-12=-2563/0,2-18=-2597/0,10-13=0/1876, 2-17=0/1865,9-13=-240/0,3-17=-241/0, 8-13=-1179/0,4-17=-1159/0,8-14=-53/914, 4-15=-66/900,5-15=-251/0,6-14=-253/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. Thomas A.Albani PE No.39380 4) The Fabrication Tolerance at joint 16=11% MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 pot 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPI1 Quality Creeds,DSB-89 and ICSI Bolding Component 6904 Parke East Blvd. Safely Informalianavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700068 20-022132 F04 Floor 1 5 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:24:59 Page:1 I D:zvFevZBPwYrCOikSLMbUg7zeEzJ-I RIJ I4V0buN9Scdn I lot_?YKnKPha2dB8vxvamzaLa2 2-6-0 I l 1-3-9 I 1-11-7 3x6 FP 1.5x3 rt 4x4= 1.5x3 ri 3x4= 1.5x3 tt 3x6= 1.5x3 tt 3x4= 3x4= 1.5x3 it 1 2 3 4 5 6 7 8 9 10 11 • o % o — 20 - • �/ 12 — 19 18 17 16 14 13 3x4= 15 3x6= 1.5x3 n 3x4= 1.5x3 a 1.5x3 n 3x4= 3x6= 3x6 FP 14-4-5 I 2149100 14-4-51 Scale=1:39.2 Plate Offsets(X,Y): [4:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[16:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.19 17-19 >904 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.25 17-19 >696 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 12 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:106 lb FT=20%F,11%E LUMBER 4) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP No.2(flat)*Except*18-12:2x4 SP (0.131"X 3")nails. Strongbacks to be attached to walls 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS at their outer ends or restrained by other means. (flat) 5) CAUTION,Do not erect truss backwards. WEBS 2x4 SP No.3(flat) LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 12=0-3-8,15=0-3-8,20= Mechanical Max Gray 12=380(LC 4),15=1297(LC 9), 20=772(LC 10) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-105/0,11-12=-124/0,1-2=0/0, 2-3=-2154/0,3-4=-2154/0,4-5=-2143/0, 5-6=-2143/0,6-7=0/526,7-8=0/526, 8-9=0/526,9-10=-536/12,10-11=0/0 BOT CHORD 19-20=0/1371,18-19=0/2143,17-18=0/2143, 16-17=0/2143,15-16=0/1262, 14-15=-12/536,13-14=-12/536, 12-13=-12/536 WEBS 7-15=-267/0,6-15=-1601/0,2-20=-1516/0, 6-16=0/1083,2-19=0/866,5-16=-320/0, 3-19=-315/0,9-15=-821/0,10-12=-590/13, 9-14=0/94,10-13=-43/4,4-19=-261/269, 4-17=-158/11 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPI1 Quality Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. li Safety Informatlonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700069 20-022132 F05 Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:00 Page:1 I D:zvFevZBPwYrCOikSLMbUg7zeEzJ-DdJhW OW eMCV03mCzISJ6XD5ffkxgJdQLNZgT6DzaLa 1 3x6 FP 1 2 3 4 5 6 7 8 9 10 11 12 134 15 16 17 1819 • - - 9 = 9 v v - 38 .vv.-r...-.wvv.-.v..❖:❖:❖:❖:❖:❖:❖...❖:❖:❖:❖:.-.-.-•::•::•:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖...-.:•::•:❖:❖:❖:•:•:•:•:•:.•;•;•;•;•;•;•;•;•;•;•;•;•;7-.-.-.....-rr•.,. 20 - .:.:.❖.:•.❖.❖.❖.❖.❖;:**.❖.❖.•:.•.❖.❖.❖.❖.❖.•.•.•.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.❖.❖.•.•.•.❖.❖.❖.❖.❖.❖.❖.❖.:••••❖••O•••• ......... ....... ........ .................... ...... ....... ......... ..... .... ...... ......... ...... ......... ... 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP 21-9-0 21-9-0 Scale=1:39.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 20 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:94 lb FT=20%F,11%E LUMBER WEBS 2-37=-140/0,3-36=-132/0,4-35=-134/0, TOP CHORD 2x4 SP No.2(flat) 5-34=-133/0,6-32=-133/0,7-31=-133/0, BOT CHORD 2x4 SP No.2(flat) 8-30=-133/0,9-29=-133/0,10-28=-133/0, WEBS 2x4 SP No.3(flat) 11-27=-133/0,12-26=-133/0,14-25=-133/0, OTHERS 2x4 SP No.3(flat) 15-24=-134/0,16-23=-132/0,17-22=-138/0, BRACING 18-21=-102/0 TOP CHORD Structural wood sheathing directly applied or NOTES 6-0-0 oc purlins, except end verticals. 1) All plates are 1.5x3 MT20 unless otherwise indicated. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 2) Gable requires continuous bottom chord bearing. bracing. 3) Truss to be fully sheathed from one face or securely REACTIONS (size) 20=21-9-0,21=21-9-0,22=21-9-0, braced against lateral movement(i.e.diagonal web). 23=21-9-0,24=21-9-0,25=21-9-0, 4) Gable studs spaced at 1-4-0 oc. 26=21-9-0,27=21-9-0,28=21-9-0, 5) Recommend 2x6 strongbacks,on edge,spaced at 29=21-9-0,30=21-9-0,31=21-9-0, 10-00-00 oc and fastened to each truss with 3-10d 32=21-9-0,34=21-9-0,35=21-9-0, (0.131"X 3")nails. Strongbacks to be attached to walls 36=21-9-0,37=21-9-0,38=21-9-0 at their outer ends or restrained by other means. Max Gray 20=3(LC 1),21=105(LC 1), LOAD CASE(S) Standard 22=153(LC 1),23=145(LC 1), 24=147(LC 1),25=147(LC 1), 26=147(LC 1),27=147(LC 1), 28=147(LC 1),29=147(LC 1), 30=147(LC 1),31=147(LC 1), 32=147(LC 1),34=147(LC 1), 35=147(LC 1),36=145(LC 1), 37=154(LC 1),380(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-38=-55/0,19-20=0/4,1-2=-5/0,2-3=-5/0, 3-4=-5/0,4-5=-5/0,5-6=-5/0,6-7=-5/0, 7-8=-5/0,8-9=-5/0,9-10=-5/0,10-11=-5/0, 11-12=-5/0,12-13=-5/0,13-14=-5/0, 14-15=-5/0,15-16=-5/0,16-17=-5/0, 17-18=-5/0,18-19=-5/0 BOT CHORD 37-38=0/5,36-37=0/5,35-36=0/5,34-35=0/5, 33-34=0/5,32-33=0/5,31-32=0/5,30-31=0/5, 29-30=0/5,28-29=0/5,27-28=0/5,26-27=0/5, Thomas A.Albani PE No.39380 25-26=0/5,24-25=0/5,23-24=0/5,22-23=0/5, 21-22=0/5,20-21=0/5 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.100312015 BEFORE USE. lei Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSUIPI1 Quality Cdteda,DS6-69 and SCSI Building Component 6904 Parke East Blvd. Safety 1Monnallonovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700070 20-022132 F06 Floor 9 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:00 Page:1 I D:zvFevZBPwYrCOikSLMbUg7zeEzJ-DdJh W O W eMCV 03mCzI SJ6XD5V?kkxJOpLNZgT6DzaLa 1 2-0-7 2-6-0 I 1-0-0 0 0 1-9-0 1.5x3 a 1.5x3 n 3x4= 3x6= 1.5x3 s 3x4= 3x4= 1.5x3 a 5x6= 1 2 3 4 5 6 7 8 9 •• 0 • o414411141 414444444444444%, ` O 16 • 0 10 15 14 13 12 3x4= 1.5x3 s 3x8= 11 5x6 3x6= 4x5= 1.5x3 ii 16-2-11 16-2-11 I 18111 4 Scale=1:33.6 Plate Offsets(X,Y): [4:0-1-8,Edge],[5:0-1-8,Edge],[7:0-2-8,Edge],[8:0-1-8,Edge],[10:Edge,0-1-8],[11:0-1-8,Edge],[12:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.20 14-15 >954 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 11 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:92 lb FT=20%F,11%E LUMBER 5) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP No.2(flat) (0.131"X 3")nails. Strongbacks to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. BRACING 6) CAUTION,Do not erect truss backwards. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:10-11. REACTIONS (size) 10=Mechanical,11=0-5-8, 16=0-3-7 Max Uplift 10=-1116(LC 3) Max Gray 10=-213(LC 4),11=2270(LC 1), 16=756(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-103/0,9-10=-78/7,1-2=0/0, 2-3=-2070/0,3-4=-2070/0,4-5=-2108/0, 5-6=-1409/0,6-7=-1409/0,7-8=0/1708, 8-9=0/0 BOT CHORD 15-16=0/1341,14-15=0/2108,13-14=0/2108, 12-13=0/2108,11-12=0/128,10-11=-1708/0 WEBS 8-11=-1354/0,7-11=-2030/0,2-16=-1482/0, 7-12=0/1421,2-15=0/806,6-12=-282/0, 3-15=-277/0,5-12=-806/0,4-15=-316/206, 4-14=-133/55,5-13=-36/142,8-10=0/2032 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1116 lb uplift at joint 10. Thomas A.Albani PE No.39380 4) This truss has large uplift reaction(s)from gravity load MiTek USA,Inc.FL Cert 6634 case(s).Proper connection is required to secure truss against upward movement at the bearings.Building 6904 Parke East Blvd.Tampa FL 33610 designer must provide for uplift reactions indicated. Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPli Quality Criteria.D5149 and BCSI Bolding Component Safety In fonnatIonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 42 PARADISE PRESERVE T197oo071 20-022132 FOB Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:00 Page:1 ID:zvFevZBPwYrCOikSLMbUg7zeEzJ-DdJh W OW eMCV03mCzISJ6XD5ffkxgJdOLNZgT6DzaLa1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 o a ; ° 16 ❖:❖::❖::•::❖:•::❖:❖:❖:❖:❖:•:❖:❖:❖:❖:❖:•:•:•:❖:•:❖:❖:•:•:❖:•:•:❖:❖:❖:•::❖::❖:❖:❖:: :•: :❖::•:: :•::❖:❖:❖:❖:❖: :: :::❖:: :::❖: :❖: :•:❖:❖' ••:•:•.3:.•••••i.❖.❖.❖.❖.❖.•.❖.❖.❖.❖.•.•.•.•.•.•.❖.•.•.•.•.•.•.•.❖.••••❖.❖.❖.❖.•.❖.❖.❖K••:•Oa'••:•:•:: .❖. .:•O�•�•�•�•�•�' iiii•:•�•:•:•:•i•:•i••i i i i. .❖Iiiii .•. 29 28 27 26 25 24 22 21 20 19 18 17 17-108 17-10-8 Scale=1.33.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horiz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:77 lb FT=20%F,11%E LUMBER WEBS 2-29=-140/0,3-28=-132/0,4-27=-134/0, TOP CHORD 2x4 SP No.2(flat) 5-26=-133/0,6-25=-133/0,7-24=-133/0, BOT CHORD 2x4 SP No.2(flat) 8-23=-133/0,9-22=-133/0,10-21=-133/0, WEBS 2x4 SP No.3(flat) 11-20=-134/0,12-19=-132/0,13-18=-139/0, OTHERS 2x4 SP No.3(flat) 14-17=-103/0 BRACING NOTES TOP CHORD Structural wood sheathing directly applied or 1) All plates are 1.5x3 MT20 unless otherwise indicated. 6-0-0 oc purlins, except end verticals. 2) Gable requires continuous bottom chord bearing. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) Truss to be fully sheathed from one face or securely bracing, braced against lateral movement(i.e.diagonal web). REACTIONS (size) 16=17-10-8,17=17-10-8, 4) Gable studs spaced at 1-4-0 oc. 18=17-10-8,19=17-10-8, 5) Recommend 2x6 strongbacks,on edge,spaced at 20=17-10-8,21=17-10-8, 10-00-00 oc and fastened to each truss with 3-10d 22=17-10-8,23=17-10-8, (0.131"X 3")nails. Strongbacks to be attached to walls 24=17-10-8,25=17-10-8, at their outer ends or restrained by other means. 26=17-10-8,27=17-10-8, LOAD CASE(S) Standard 28=17-10-8,29=17-10-8, 30=17-10-8 Max Gray 16=14(LC 1),17=107(LC 1), 18=153(LC 1),19=145(LC 1), 20=147(LC 1),21=147(LC 1), 22=147(LC 1),23=147(LC 1), 24=147(LC 1),25=147(LC 1), 26=147(LC 1),27=147(LC 1), 28=145(LC 1),29=155(LC 1), 30=60(LC 1) FORCES (Ib)-Maximum Compression/Maxdmum Tension TOP CHORD 1-30=-55/0,15-16=-8/0,1-2=-4/0,2-3=-4/0, 3-4=-4/0,4-5=-4/0,5-6=-4/0,6-7=-4/0, 7-8=-4/0,8-9=-4/0,9-10=-4/0,10-11=-4/0, 11-12=-4/0,12-13=-4/0,13-14=-4/0, 14-15=-4/0 BOT CHORD 29-30=0/4,28-29=0/4,27-28=0/4,26-27=0/4, 25-26=0/4,24-25=0/4,23-24=0/4,22-23=0/4, 21-22=0/4,20-21=0/4,19-20=0/4,18-19=0/4, Thomas A.Albani PE No.39380 17-18=0/4,16-17=0/4 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 1 1 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mil building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and buss systems,seeANSVIPII Quality Criteria,D5$49 and BCSI Binding Component 6904 Parke East Blvd. Safely Yrionnaflonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700072 20-022132 F09 Floor 3 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:01 Page:1 ID:R5p17vB1 hrz3erJfv37jDKzeEzl-hgt3jmW G7VethwnASArL3Qei173g2ygUcD(DOefzaLa0 2-1-0 0-1;8 2-6-0 1-0-0 1.5x3= 1.5x3 a 1.5x3 a 3x4= 3x6= 3x6= 3x4= 1.5x3 a 1.5x3 ti 1 2 3 4 5 6 7 8 v o 14 . ° p • 9 13 12 11 10 3x4= 1.5x3 it 3x6= 3x6= 3x6= 1.5x3 a 16-5-8 16-5-8 Scale=1:31 Plate Offsets(X,Y): [4:0-1-8,Edge],[5:0-1-8,Edge],[10:0-1-12,Edge],[13:0-2-12,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.20 10-11 >959 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.28 10-11 >699 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:84 lb FT=20%F,11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:10-11. REACTIONS (size) 9=0-5-8,14=0-3-8 Max Gray 9=889(LC 1),14=895(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-103/0,9-15=-105/0,8-15=-105/0, 1-2=0/0,2-3=-2644/0,3-4=-2644/0, 4-5=-3009/0,5-6=-2677/0,6-7=-2677/0, 7-8=-5/0 BOT CHORD 13-14=0/1633,12-13=0/3009,11-12=0/3009, 10-11=0/3009,9-10=0/1662 WEBS 7-9=-1824/0,2-14=-1805/0,7-10=0/1122, 2-13=0/1118,6-10=-291/0,3-13=-265/0, 5-10=-591/35,4-13=-624/10,4-12=-86/128, 5-11=-109/94 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 R A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK E FERAN E C PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut ,! Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPIl Qualify Criteria,DSB49 and SCSI Binding Component 6904 Parke East Blvd. Safety Informalbnavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700073 20-022132 F10 Floor 7 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:01 Page:1 ID:R5p 17vB 1 h rz3erJtv37jDKze Ez I-hgt3jmW G7VethwnAsArL30e i073w2yxUcDOOefzaLaO 1-10-15 2-6-0 1-0-0 I 3x6 FP 1.5x3 n 1.5x3 a 3x4= 3x6= 3x6= 3x4= 1.5x3 n 1.5x3 ii 1 2 3 4 5 6 7 8 9 16 . ° ° ° 10 15 14 13 12 11 3x4= 3x6 FP 1.5x3 it 3x6= 3x6= 3x4= 1.5x3 n 16-1-15 16-1-15 Scale=1:30.5 Plate Offsets(X,Y): [4:0-1-8,Edge],[5:0-1-8,Edge],[11:0-1-12,Edge],[14:0-2-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.20 11-12 >985 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.27 11-12 >720 240 BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:81 lb FT=20%F,11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:11-12. REACTIONS (size) 10=Mechanical,16=0-3-7 Max Gray 10=882(LC 1),16=882(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-103/0,9-10=-104/0,1-2=0/0, 2-3=-2586/0,3-4=-2586/0,4-5=-2922/0, 5-6=-2606/0,6-7=-2606/0,7-8=-2606/0, 8-9=0/0 BOT CHORD 15-16=0/1607,14-15=0/1607,13-14=0/2922, 12-13=0/2922,11-12=0/2922,10-11=0/1604 WEBS 8-10=-1774/0,2-16=-1776/0,8-11=0/1108, 2-14=0/1083,6-11=-290/0,3-14=-256/0, 5-11=-570/38,4-14=-596/22,4-13=-83/130, 5-12=-110/87 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 me.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,OSB-B9 and SCSI Bolding Component 6904 Parke East Blvd. Safety k fomna$Ionavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700074 20-022132 F12 Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:01 Page:1 ID:R5p17vB1 h rz3erJfv37jDKzeEzl-hgt3jm W G7VethwnASArL3Qeg67H424YUcDOOetzaLaO 0_i;8 ld 1.5x3 ii 1.5x3n 1.5x3= 1.5x3 it 1.5x3 n 1 9 2 3 4 :e:-N NUN 9 V V V 1111 UI A INIII 44444444444444444444444444. 6 3x4= 3x4 1.5x3e 2-11-8 2-11-8 Scale=1:24 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horiz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:16 lb FT=20%F,11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5=2-11-8,6=2-11-8,7=2-11-8 Max Gray 5=88(LC 1),6=189(LC 1),7=74 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 7-8=-69/0,1-8=-68/0,4-5=0/19,1-9=-14/0, 2-9=-14/0,2-3=-14/0,3-4=-4/0 BOT CHORD 6-7=0/14,5-6=0/14 WEBS 2-6=-176/0,3-5=-101/0 NOTES 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(Ib/ft) Vert:5-7=-10,1-4=-100 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:9=-54 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIRPII Quality Ciltala,DSS-S9 and SCSI Bolding Component 6904 Parke East Blvd. Safely kllormationavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700075 20-022132 F13 Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:01 Page:1 ID:R5p17v81 hrz3erJfv37(DKzeEzl-hgt3jmW G7VethwnAsArL3QegN7H_24gUcDr]OefzaLaO 0-1-8 1 2 3 4 5 6 7 8 9 10 11 12 13 7 o O e e e o o e o • e 9 a ? 26 0 o e o 0 o e o o e o e...14 •' ::::O.JP•••'•'•'o.J•'.J:.J•4:P•••'1'a'•'•'1'•'.::P::OJJJO•'•'•'1'•'•'•'•'•'.:•'1' 2;02:::.:•'•'•'oo•'.:::O:JOOOOI'.01'0•'•'.J•'•'•'4 J:OPP•••'••. •♦111111111••••••••111111111••••••••1••••111111•••••••••1• ♦11111•••••••••••1.11••1111••11••••••11111111•••• •1•••1.1 11111111111•••••••••11111111M11.1•••1•♦11111111.11111.11.111111.1••••••••••1♦.1.1111.11111••••••11111111111 1.11111111111111••••••••111111111111••••••••11111111111•••••••••111.1•••••••••••1•••1.11111111••••••1.111111111• 11:1.1•••••••1111111111111♦••1•••11111111N11•••••••♦1111111111•••••••••••1111•••1••••••••••••11111111111••••••11111111111 _1_1_1.1_1_1_•_•_•_•_1_1_1_•_1.1.1 x.1_1�x_•_1_1_•_•_•_•_•-1-1.1.1�_1.1_1_1_1_1_1_1_1_•_•_•.•_•_•_1-1.1_1_1_1_1_1.1_1_•_•_•_•_•_•_1_•_•.•.•.•.1_1_1_1_1_1_1_1_•_•_•_•_•_•_•-•_•_•_•_•.1.1.•.1��_�1_•_1_1_•_•_•_1_•_•_•.1-1-1 x.1.1_1�_ 25 24 23 22 21 20 19 18 17 16 15 3x4= 16-2-0 16-2-0 Scale=1:30.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:70 lb FT=20%F,11%E LUMBER 2) Gable requires continuous bottom chord bearing. TOP CHORD 2x4 SP No.2(flat) 3) Truss to be fully sheathed from one face or securely BOT CHORD 2x4 SP No.2(flat) braced against lateral movement(i.e.diagonal web). WEBS 2x4 SP No.3(flat) 4) Gable studs spaced at 1-4-0 oc. OTHERS 2x4 SP No.3(flat)*Except*14-27:2x4 SP 5) Recommend 2x6 strongbacks,on edge,spaced at No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d BRACING (0.131"X 3")nails. Strongbacks to be attached to walls TOP CHORD Structural wood sheathing directly applied or at their outer ends or restrained by other means. 6-0-0 oc purlins, except end verticals. 6) CAUTION,Do not erect truss backwards. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc LOAD CASE(S) Standard bracing. REACTIONS (size) 14=16-2-0,15=16-2-0,16=16-2-0, 17=16-2-0,18=16-2-0,19=16-2-0, 20=16-2-0,21=16-2-0,22=16-2-0, 23=16-2-0,24=16-2-0,25=16-2-0, 26=16-2-0 Max Gray 14=65(LC 1),15=156(LC 1), 16=144(LC 1),17=147(LC 1), 18=147(LC 1),19=147(LC 1), 20=147(LC 1),21=147(LC 1), 22=147(LC 1),23=147(LC 1), 24=147(LC 1),25=147(LC 1), 26=66(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-58/0,14-27=-59/0,13-27=-59/0, 1-2=-9/0,2-3=-9/0,3-4=-9/0,4-5=-9/0, 5-6=-9/0,6-7=-9/0,7-8=-9/0,8-9=-9/0, 9-10=-9/0,10-11=-9/0,11-12=-9/0, 12-13=-9/0 BOT CHORD 25-26=0/9,24-25=0/9,23-24=0/9,22-23=0/9, 21-22=0/9,20-21=0/9,19-20=0/9,18-19=0/9, 17-18=0/9,16-17=0/9,15-16=0/9,14-15=0/9 WEBS 2-25=-137/0,3-24=-133/0,4-23=-134/0, 5-22=-133/0,6-21=-133/0,7-20=-133/0, 8-19=-133/0,9-18=-133/0,10-17=-134/0, Thomas A.Albani PE No.39380 11-16=-132/0,12-15=-140/0 MiTek USA,Inc.FL Cert 6634 NOTES 6904 Parke East Blvd.Tampa FL 33610 1) All plates are 1.5x3 MT20 unless otherwise indicated. Date: March 16,2020 n WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mii Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPI1 Quality CrB.rla,D5B49 and SCSI Binding Component 6904 Parke East Blvd. Safety I iformationavail able from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • • Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T197oo076 20-022132 F14 Floor Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:02 Page.1 ID:R5p17vB1 hrz3erJfv37jDKzeEzl-hgt3jmW G7VethwnAsArL30egP7HA24h UcD00efzaLaO 1 2 3 4 5 6 7 8 9 10 11 12 13 • o lo o 0 0 o a a o e B a v 26 0 a a o 0 o e •iiM:::::.*: •--:-iiiii0•ii sv.:i•Jiii :i:iiii :iii :iiiiiii::❖:❖:❖:❖:❖:❖iiiiiii ••. ::.......0..❖ :.:••••••L•.i i�0000000•:•::•OD:•:•:•i•:•iiO4 i•J•00•i• i.0•••♦ .•••.••. . . ••••••• •• •:. 25 24 23 22 21 20 19 18 17 16 15 14-6-1 14-6-1 Scale=1:28 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:64 lb FT=20%F,11%E LUMBER 3) Truss to be fully sheathed from one face or securely TOP CHORD 2x4 SP No.2(flat) braced against lateral movement(i.e.diagonal web). BOT CHORD 2x4 SP No.2(flat) 4) Gable studs spaced at 1-4-0 oc. WEBS 2x4 SP No.3(flat) 5) Recommend 2x6 strongbacks,on edge,spaced at OTHERS 2x4 SP No.3(flat) 10-00-00 oc and fastened to each truss with 3-10d BRACING (0.131"X 3")nails. Strongbacks to be attached to walls TOP CHORD Structural wood sheathing directly applied or at their outer ends or restrained by other means. 10-0-0 oc purlins, except end verticals. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 14=14-6-1,15=14-6-1,16=14-6-1, 17=14-6-1,18=14-6-1,19=14-6-1, 20=14-6-1,21=14-6-1,22=14-6-1, 23=14-6-1,24=14-6-1,25=14-6-1, 26=14-6-1 Max Gray 14=-6(LC 1),15=121(LC 1), 16=152(LC 1),17=145(LC 1), 18=147(LC 1),19=147(LC 1), 20=147(LC 1),21=147(LC 1), 22=147(LC 1),23=145(LC 1), 24=152(LC 1),25=121 (LC 1), 26=6(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-6/0,13-14=-6/0,1-2=0/0,2-3=0/0, 3-4=0/0,4-5=0/0,5-6=0/0,6-7=0/0,7-8=0/0, 8-9=0/0,9-10=0/0,10-11=0/0,11-12=0/0, 12-13=0/0 BOT CHORD 25-26=0/0,24-25=0/0,23-24=0/0,22-23=0/0, 21-22=0/0,20-21=0/0,19-20=0/0,18-19=0/0, 17-18=0/0,16-17=0/0,15-16=0/0,14-15=0/0 WEBS 7-20=-133/0,6-21=-133/0,5-22=-134/0, 4-23=-132/0,3-24=-138/0,2-25=-110/0, 8-19=-133/0,9-18=-134/0,10-17=-132/0, 11-16=-138/0,12-15=-110/0 NOTES Thomas A.Albani PE No.39380 1) All plates are 1.5x3 MT20 unless otherwise indicated. MiTek USA.Inc.FL Cert 6634 2) Gable requires continuous bottom chord bearing. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1903/2015 BEFORE USE. INN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSS-$9 and SCSI lidding Component 6904 Parke East Blvd. Safety Informatbnavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700077 20-022132 F15 Floor 4 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:02 Page:1 ID:R5p17vB1 hrz3erJtv37jDKzeEzl-9ORRx6XuupmkJ3MMQtMaceArsXR1 nQldgt9aA5zaLa? 2-6-0 1-4-9 1.5x3 n 1.5x3 a 11.5x3 n 1.5x3 u 3x6= 3x4= 3x6= 1 2 3 4 5 6 7 • • o o • OO 00.1°11.°11.°11 -111441111111111111111111111411111111111111 ,11" 12 •: 4114141141114141111414111111111% 001.11 -e o •- 8 11 10 9 3x4= 1.5x3 n 3x4 3x6= 3x4= 14-6-1 14-6-1 Scale=1:28 Plate Offsets(X,Y): [4:0-1-8,Edge],[9:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.20 10-11 >847 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.26 10-11 >663 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 . Horz(CT) 0.04 8 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:71 Ib FT=20%F,11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 8=0-3-8,12=Mechanical Max Gray 8=791 (LC 1),12=791 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-105/0,7-8=-106/0,1-2=0/0, 2-3=-2235/0,3-4=-2235/0,4-5=-2269/0, 5-6=-2269/0,6-7=0/0 BOT CHORD 11-12=0/1412,10-11=0/2269,9-10=0/2269, 8-9=0/1420 WEBS 6-8=-1569/0,2-12=-1561/0,6-9=0/958, 2-11=0/909,5-9=-279/0,3-11=-314/0, 4-11=-371/213,4-10=-148/24 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPIl Qualify Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safely tnfotmallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700078 20-022132 F16 Floor 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:02 Page:1 ID:R5p17vB1 hrz3erJfv37jDKzeEzl-9ORRx6XuupmkJ3MMOtMaceAwjXZCnVTdgt9aA5zaLa? 1-0-0 2-6-0 I 1-0-7 1.5x3 n 1.5x3 n 1.5x3 n 3x4= 3x4 1 2 3 4 5 • - o - • o — o 9 ® ee 6 8 7 3 3x4= x4= 1.5x3 n 3x4= 7-6-7 7-6-7 Scale=1:26.3 Plate Offsets(X,Y): [2:0-1-8,Edge],[7:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:39 lb FT=20%F,11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-3-8,9=0-3-8 Max Gray 6=408(LC 1),9=408(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-115/0,5-6=-105/0,1-2=0/0,2-3=-623/0, 3-4=-623/0,4-5=0/0 BOT CHORD 8-9=0/623,7-8=0/623,6-7=0/611 WEBS 4-6=-675/0,2-9=-685/0,4-7=-76/169, 2-8=-23/52,3-7=-58/54 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB49 and BCSI Bolding Component 6904 Parke East Blvd. Safety kdotmallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700079 20-022132 G01 Monopitch 5 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:02 Page:1 ID:BRZYw1 xF17oLMicixZW E8Zze_20-9ORRx6XuupmkJ3MMOtMaceAoPXaHnURdgt9aA5zaLa? 7-2-8 4x4 12 2 3 4 r 180iIMO8 0 of N N 1 A A 5 6 4 2x4= 2x4 a 2x4 ti 1- -12 1-4-0 I 7-2-8 1-4-0 0 2 12 5-7-12 Scale=1:27.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.26 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:34 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 5=Mechanical,6=0-5-8 Max Horiz 6=122(LC 9) Max Uplift 5=-82(LC 10),6=-141 (LC 10) Max Gray 5=184(LC 1),6=266(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-610/367,7-8=-602/375,2-8=-600/424, 2-3=-1/0,2-5=-166/172 BOT CHORD 1-6=-354/651,5-6=-57/62,4-5=0/0 WEBS 2-6=-384/595 NOTES 1) Wind:ASCE 7-10;Vult=l30mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-2-8,Exterior(2) 4-2-8 to 7-2-8 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 5) Provide mechanical connection(by others)of truss to Mitek USA,Inc.FL Cart 6634 bearing plate capable of withstanding 82 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 5 and 141 lb uplift at joint 6. Date: March 16,2020 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/091 Quality Criteria,05149 and BCSI Bolding Component 6904 Parke East Blvd. Safely Infolmat onovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700080 20-022132 G02 Monopitch Girder 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:03 Page:1 ID:cdPFzxC7IN1RSg7ub6usvize_01-9ORRx6XuupmkJ3MMQtMaceAuhXT8nX1dgt9aA5zaLa? 5-10-8 2x4 n 412 I 2 3 r 3x4 0 0 cb CV 1 N t NP�, 0 6 ,�� A 5 =; 7 8 9 4 2x4 rr 4x5= 5-10-8 Scale=1:24 Plate Offsets(X,Y): [5:0-2-4,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.15 5-6 >421 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 5-6 >256 180 BCLL 0.0" Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-P Weight:29 lb FT=20% LUMBER 5) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 244 lb uplift at BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 joint 5 and 219 lb uplift at joint 6. SP M 31 6) Hanger(s)or other connection device(s)shall be WEBS 2x4 SP No.3 provided sufficient to support concentrated load(s)237 BRACING lb down and 108 lb up at 0-11-4,and 236 lb down and TOP CHORD Structural wood sheathing directly applied or 109 lb up at 2-11-4,and 225 lb down and 106 lb up at 5-10-8 oc purlins, except end verticals. 4-11-4 on bottom chord. The design/selection of such BOT CHORD Rigid ceiling directly applied or 10-0-0 oc connection device(s)is the responsibility of others. bracing. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). REACTIONS (size) 5=Mechanical,6=0-5-8 LOAD CASE(S) Standard Max Upiz 6=119(LC 5) 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Max Uplift 5=-244(LC 8),6=219(LC 8) Plate Increase=1.25 Max Gray 5=535(LC 1),6=517(LC 1) Uniform Loads(Ib/ft) FORCES (Ib)-Maximum Compression/Maximum Vert:1-2=-54,2-3=-14,4-6=-10 Tension Concentrated Loads(Ib) TOP CHORD 1-2=-76/47,2-3=-1/0,2-5=-151/97, Vert:7=-237(B),8=-236(B),9=-225(B) 1-6=-147/83 BOT CHORD 6-7=-116/38,7-8=-116/38,8-9=-116/38, 5-9=-116/38,4-5=0/0 WEBS 1-5=-25/87 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.39380 4) Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE N11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MAW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality CANAa,DSB49 and SCSI Belding Component 6904 Parke East Blvd. Safety YNormollonovoilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T197oo081 20-022132 G03 Monopitch Supported Gable 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:03 Page:1 I D:zbC80eG F7wfkYbOrNf U 1 cmze_Og-eC?p8SYX17ubwDxY_btp8 rj6Mxwe W yEn3Xv7jYzaLa_ 7-4-0 2x4 u 12 2x4n 3 4 r 2 7 N- 6 r n N N 1 � L rr11114 •••••••••••••••••• .....,,..❖..❖.❖.❖.❖.❖.❖.oo.❖.❖.❖.❖.•.....❖.❖...❖00>❖... 5 2x4 s 2x4 it 2x4 u 7-4-0 Scale=1:24 Plate Offsets(X,Y): [1:0-1-12,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.16 Horiz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-P Weight:26 lb FT=20% LUMBER 5) This truss has been designed fora 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 6) *This truss has been designed for a live load of 20.0psf WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle OTHERS 2x4 SP No.3 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection(by others)of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 42 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 1,19 lb uplift at joint 4 and 151 lb uplift at joint 5. bracing. 8) Non Standard bearing condition. Review required. REACTIONS (size) 1=6-0-0,4=6-0-0,5=6-0-0 LOAD CASE(S) Standard Max Horiz 1=109(LC 7) Max Uplift 1=-42(LC 10),4=-19(LC 16), 5=-151 (LC 10) Max Gray 1=122(LC 1),4=18(LC 10),5=311 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-105/22,6-7=-99/31,2-7=-95/55, 2-3=-66/76,3-4=-38/26 BOT CHORD 1-5=-52/68,4-5=-52/68 WEBS 2-5=-262/524 NOTES 1) Wind:ASCE 7-10;Vult=l30mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=2ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Corner(3) 0-7-7 to 3-7-7,Exterior(2)3-7-7 to 4-2-4,Corner(3) 4-2-4 to 7-2-4 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), Thomas A.Albani PE No.39380 see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. MiTek USA,Inc.FL Cert 6634 3) All plates are 2x4 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 4) Gable studs spaced at 2-0-0 oc. Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPIl Quality Criteria.DSB-9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Inlonnafbnavailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700082 20-022132 H01 Common 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:03 Page:1 ID:zbC80eGF7wfkYbOrNfU1cmze_Og-eC?p8SYXf7ubwDxY_btp8rj8hxv9WzKn3Xv7jYzaLa_ 1-6-14 5-5-0 9-3-4 10-10-0 1-6-14 I 3-10-2 3-10-4 I 1-6-12 4x4= 3 )xii2 5 a1 rj r r rImmo �.4 7 sirs 3x4= 8 2x4 n 6 3x4= 2x4 ii 2x4 ii 1-6-12 10-10-0 1-4-0 5-5-0 9-3-4 9-61-0 1-4-0 I I 3-10-4 I 3-10-4 0-212 0-2-12 1-4-0 Scale=1:42.4 Plate Offsets(X,Y): [1:0-2-1,0-1-8],[5:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 7 >999 180 BCLL 0.0* Rep Stress lncr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:48 lb FT=20% LUMBER 6) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 193 lb uplift at BOT CHORD 2x4 SP No.2 joint 8 and 140 lb uplift at joint 6. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-5-8,8=0-5-8 Max Horiz 8=138(LC 9) Max Uplift 6=-140(LC 10),8=-193(LC 10) Max Gray 6=347(LC 1),8=347(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-129/47,2-3=-202/122,3-4=-202/122, 4-5=-131/46 BOT CHORD 1-8=-35/122,7-8=-33/123,6-7=-33/123, 5-6=-33/123 WEBS 2-8=-315/291,3-7=-26/72,4-6=-314/290 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=l30mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A.Alban'PE No.39380 5) *This truss has been designed for a live load of 20.0psf MiTek USA,Inc.FL Cert 6634 on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom 6904 Parke East Blvd.Tampa FL 33610 chord and any other members. Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSV19I1 Quality Criteria,DSB49 and SCSI Binding Component 6904 Parke East Blvd. Safety In/ormationavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T19700083 20-022132 H02 Common 2 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print 8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:03 Page:1 ID:BRZYw1xF17oLMicixZW E8Zze_20-eC?p8SYXf7ubwDxY_btp8rj52xt1 Wyzn3Xv7jYzaLa_ 5-5-0 9- -0 5-5-0 4-1-06 4x5= 2 4 10r- 2 2x4u v 3 r 1 oZ r 4I 4 3x4= 5 3x4= 2x4 0 1-6-12 1-4-0 I I 9-6-0 1-4-0 7-11-4 0-2-12 Scale=1:38.6 Plate Offsets(X,Y): [1:0-2-1,0-1-8],[2:0-2-8,0-1-4],[4:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.14 4-5 >690 180 BCLL 0.0* Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:52 lb FT=20% LUMBER 6) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 190 lb uplift at BOT CHORD 2x4 SP No.2 joint 5 and 99 lb uplift at joint 4. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4=Mechanical,5=0-5-8 Max Horiz 5=163(LC 9) Max Uplift 4=-99(LC 10),5=-190(LC 10) Max Gray 4=246(LC 1),5=353(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/168,2-3=-205/178,3-4=-222/185 BOT CHORD 1-5=-115/231,4-5=-60/144 WEBS 2-5=-257/297,2-4=-173/123 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Thomas A.Albani PE No.39380 chord and any other members. MiTek USA,Inc.FL Cert 6634 5) Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 mc.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PIl Quality Critelli),DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lifotmalbnovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700084 20-022132 H03 Common 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:03 Page:1 I D:fd6w8 NyuoC wCzrAvVG 1 Thnze_2N-eC?p8SYX17ubwDxY_btp8rj62xxE W_1 n3Xv7jYzaLa_ 3-6-8 7-7-8 3-6-8 I 4-1-0 4x4= 2 12 10r pl 3x4., 0 3x4, v 1 3 11111 t1 6r �� 4 4 5 2x4 a 3x8= 2x4 3-6-8 7-7-8 3-6-8 4-1-0 Scale=1:34.3 Plate Offsets(X,Y): [1:0-1-8,0-1-8],[3:0-1-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:48 lb FT=20% LUMBER 6) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 98 lb uplift at joint BOT CHORD 2x4 SP No.2 6 and 97 lb uplift at joint 4. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4=Mechanical,6=0-5-8 Max Horiz 6=-167(LC 8) Max Uplift 4=-97(LC 10),6=-98(LC 10) Max Gray 4=235(LC 1),6=235(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-196/143,2-3=-185/128,1-6=-236/157, 3-4=-233/158 BOT CHORD 5-6=-148/136,4-5=-31/33 WEBS 2-5=-37/74,1-5=-36/138,3-5=-34/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle Thomas A.Albani PE No.39380 3-06-00 tall by 2-00-00 wide will fit between the bottom Mitek USA,Inc.FL Cert 6634 chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 MINN A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Blvd. Safely Infonnationovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE T197oo085 20-022132 H04 Common 1 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:04 Page:1 ID:zbC80eGF7wfkYbOrNfU1cmze_Og-6PZCMoZ9PO0SYNWkXIO2h3GJ5LHIFOowIBegE_zaLZz 3-6-8 I 6-7-8 3-6-8 3-1-0 5x6= 2 110i- FA 3x6= 3x4.� 3 1 \� 6 21.1 .1.1111 .3 • I AI Y it o 5 �l 2x4 ri 3x4= 3x4= 3x4= 3-6-8 I 6-4-0 6-7-8 3-6-8 2-9-8 0-3-8 Scale=1:38.9 Plate Offsets(X,Y): [1:0-1-8,0-1-8],[2:0-2-12,0-1-8],[3:0-3-4,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:50 lb FT=20% LUMBER 5) Bearing at joint(s)7 considers parallel to grain value TOP CHORD 2x4 SP No.2 using ANSI/IP'1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 designer should verify capacity of bearing surface. WEBS 2x4 SP No.3 6) Provide mechanical connection(by others)of truss to OTHERS 2x4 SP No.3 bearing plate at joint(s)7. BRACING 7) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 71 lb uplift at joint 6-0-0 oc purlins, except end verticals. 6 and 93 lb uplift at joint 7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc LOAD CASE(S) Standard bracing. REACTIONS (size) 6=0-5-8,7=0-1-8 Max Horiz 6=-141 (LC 8) Max Uplift 6=-71 (LC 10),7=-93(LC 10) Max Gray 6=205(LC 1),7=191 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-149/107,2-3=-107/110,1-6=-191/120, 3-7=-21/134 BOT CHORD 5-6=-86/110,5-7=-26/94 WEBS 2-5=-13/86,1-5=-43/112,2-7=-145/31, 3-7=-223/147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A.Albani PE No.39380 4) 'This truss has been designed for a live load of 20.Opsf Mitek USA,Inc.FL Cert 6634 on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom 6904 Parke East Blvd.Tampa FL 33610 chord and any other members. Date: March 16,2020 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSI-e9 and BCSI Bolding Component 6904 Parke East Blvd. Satisfy Infonnahonavailoble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314, Tampa,FL 33610 • Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 H05 Common Structural Gable 1 1 719700086 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:04 Page:1 ID:zbC80eGF7wfkYbOrNfU1cmze_0g-6PZCMOZ9PQOSYNWkXIO2h3GKgLHVFQIwIBegE_zaLZz 5-5-0 0-10- 5-5-0 15-5 00 4x4= 3 12 2x4 TN 0 p 3x 71' 1 5 O 0 o .....................................,, 3x4.� 9 8 7 6 3x4, 2x4 n 2x4 a 2x4 u 10-10-0 1-4-0 I 1 8-2-0 I1-4 1-4-0 Scale=1:37.9 Plate Offsets(X,Y): [1:0-4-2,0-0-4],[1:0-3-8,Edge],[5:0-0-2,0-0-4],[5:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 6-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:49 lb FT=20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 SP No.2 only. For studs exposed to wind(normal to the face), BOT CHORD 2x4 SP No.2 see Standard Industry Gable End Details as applicable, OTHERS 2x4 SP No.3 or consult qualified building designer as per ANSI/TPI 1. WEDGE Left:2x4 SP No.2 4) All plates are 2x4 MT20 unless otherwise indicated. Right:2x4 SP DSS or 2400F 2.0E or M 31 5) Gable studs spaced at 2-0-0 oc. BRACING 6) This truss has been designed fora 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 10-0-0 oc purlins. 7) 'This truss has been designed fora live load of 20.0psf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle bracing. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. REACTIONS (size) 6=0-3-8,7=8-2-0,8=8-2-0,9=8-2-0(LC 8) 8) Provide mechanical connection(by others)of truss to Max9=-126 1bearing plate capable of withstanding 178 lb uplift at Max Uplift 6=-93 (L 9=-178(CC 10)9),7=-171 (LC 10), joint 9,171 lb uplift at joint 7 and 93 lb uplift at joint 6. Max Gray 6=84(LC 20),7=264(LC 16), LOAD CASE(S) Standard 8=208(LC 1),9=244(LC 15) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/174,2-3=-41/124,3-4=-37/130, 4-5=-75/207 BOT CHORD 1-9=-136/113,8-9=-136/113,7-8=-136/113, 6-7=-136/113,5-6=-136/113 WEBS 3-8=-206/0,2-9=-269/241,4-7=-257/239 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=2ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Corner(3) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate Thomas A.Albani PE No,39380 grip DOL=1.60 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,05149 and SCSI Bolding Component 6904 Parke East Blvd. Safety InfommHonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700087 20-022132 J02 Corner Jack 4 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 E Mar 10 2020 Print:8.330 E Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 14:49:29 Page:1 ID:yeJRhCUOh2RZC8T_NHvxEzze_88-NPNVGxcy7bC1wkjfnhPXxXVRjEuED?ObZAcOiAZzaLD4 2-0-0 12 3.5 r 2 v o � 1 cn I o 3 4 2x4= 1-4-0 12-0-0 1-4-0 0-8-0 Scale=1:21.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a rVa BCDL 5.0 Code FRC2017/TP12014 Matrix-P Weight:6 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=54/Mechanical,3=-224/ Mechanical,4=297/0-5-8 Max Horiz 4=25(LC 10) Max Uplift 2=-36(LC 10),3=-224(LC 1), 4=-232(LC 10) Max Gray 2=54(LC 1),3=171(LC 10),4=297 (LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 lb uplift at joint 3,36 lb uplift at joint 2 and 232 lb uplift at joint 4. Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: March 16,2020 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPl1 Quality Criteria,DS3419 and SCSI Building Compon.nt 6904 Parke East Blvd. Safety Monnallatovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 JO2A Corner Jack 4 1 T19700088 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:05 Page:1 ID:VXtm161Swet2kR5sprceS5ze_75-ab7aZ8anAk8JAX5x50vHDGoW gleR_u94W rOEmQzaLZy 2-0-0 12 6r 5x8 u 2 M Co 71- 1 3 2x4 1-4-0 12-0-0 1-4-0 0-8-0 Scale=1:24.7 Plate Offsets(X,Y): [1:0-1-4,Edge],[1:0-1-4,1-1-11] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1-3 >999 180 BCLL 0.0* Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER 5) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 22 lb uplift at joint BOT CHORD 2x4 SP No.2 3,43 lb uplift at joint 2 and 43 lb uplift at joint 1. WEDGE Left:2x8 SP SS or 2250F 1.9E or DSS LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8,2=Mechanical,3= Mechanical Max Horiz 1=42(LC 10) Max Uplift 1=-43(LC 10),2=-43(LC 10), 3=-22(LC 6) Max Gray 1=63(LC 1),2=53(LC 1),3=29 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/22 BOT CHORD 1-3=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Thomas A.Alban'PE No.39380 chord and any other members. 4) Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS11a9 and BCSI Bolding Component 6904 Parke East Blvd. Sabty Informationovailoble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 JO2B Corner Jack 1 1 T19700089 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:05 Page:1 ID:N I6GbULyztNUD2Od2hhacxze_71-ab7aZ8anAk8JAX5x5OvHDG000IdF_u94W rOEmOzaLZy 2-8-0 12 6r 2 • 2x4n m 1 N m N � P �• / O O 4 m Iii I O O 3 2x4 2-8-0 Scale=1:22.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:9 Ib FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=Mechanical,3=Mechanical,4= Mechanical Max Horiz 4=76(LC 10) Max Uplift 2=-57(LC 10),3=-8(LC 10) Max Gray 2=63(LC 15),3=35(LC 3),4=79 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-71/55,1-2=-61/27 BOT CHORD 3-4=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 6) Provide mechanical connection(by others)of truss to MiTek USA,Inc.FL Cert 6634 bearing plate capable of withstanding 57 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 2 and 8 lb uplift at joint 3. Date: March 16,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1WO32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPII Qualify Criteria,05849 and SCSI Bolding Component 6904 Parke East Blvd. Safety Vdonnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 J04 Corner Jack 4 1 T19700090 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:05 Page:1 I D:yeJ RhCUQh2 RZC8T_NHvxEzze_88-ab7aZ8anAk8JAX5x50vH DGoSW IdK_u94 W rOEmQzaLZy 4-0-0 12 3.5 r 3x6 n 2 v v 1 ice/ 1 T 3 2x4= 1-4-0 4-0-0 1-4-0 2-8-0 Scale=1:20.5 Plate Offsets(X,Y): [1:0-3-9,0-0-10],[1:0-1-4,1-5-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:14 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-5-8,2=Mechanical,3= Mechanical Max Horiz 1=48(LC 10) Max Uplift 1=-42(LC 10),2=-68(LC 10) Max Gray 1=119(LC 1),2=100(LC 1),3=56 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-52/24 BOT CHORD 1-3=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.38380 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to MiTek USA,Inc.FL Cert 6634 bearing plate capable of withstanding 68 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 2 and 42 lb uplift at joint 1. Date: March 16,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1PI1 Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Ydonoallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply 42 PARADISE PRESERVE 20-022132 JO4A Corner Jack 3 1 T19700091 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:05 Page:1 ID:ge1w3tQLKOGUZ7RzyfJDOOze_6w-ab7aZ8anAk8JAX5x5OvHDGoTxlcE_u94W rOEmQzaLZy 4-0-0 12 6 2 11 5x8 co v v N N 3 2x4= 1-4-0 4-0-0 1-4-0 2-8-0 Scale=1:21.7 Plate Offsets(X,Y): [1:0-1-4,Edge],[1:0-1-4,1-1-11] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FRC2017ITPI2014 Matrix-P Weight:17 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left:2x8 SP SS or 2250F 1.9E or DSS BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8,2=Mechanical,3= Mechanical Max Horiz 1=82(LC 10) Max Uplift 1=-29(LC 10),2=-84(LC 10) Max Gray 1=121 (LC 1),2=102(LC 1),3=57 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-95/42 BOT CHORD 1-3=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 5) Provide mechanical connection(by others)of truss to MiTek USA Inc.FL Cert 6634 bearing plate capable of withstanding 84 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 2 and 29 lb uplift at joint 1. Date: March 16,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSUTPII CualNy CANda,DSS-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely IMoimalbnavoilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 719700092 20-022132 J06 Jack-Open 14 1 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:05 Page:1 10:1 cgp6aUU9YuntuJxlCvP5Tze_6r-ab7aZ8anAk8JAX5x50vHDGoOKIaN_u94 W rOEmOzaLZy 6-0-0 12 3.5 r 2 3x6 v v 0 0 N N 3 2x4= 1-4-0 6-0-0 1-4-0 4-8-0 Scale=1:21.1 Plate Offsets(X,Y): [1:0-3-9,0-0-10],[1:0-1-4,1-5-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.10 1-3 >717 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:20 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-5-8,2=Mechanical,3= Mechanical Max Horiz 1=72(LC 10) Max Uplift 1=-65(LC 10),2=-104(LC 10) Max Gray 1=183(LC 1),2=154(LC 1),3=86 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-76/36 BOT CHORD 1-3=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.39380 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to Mitek USA,Inc.FL Cat 6634 bearing plate capable of withstanding 104 lb uplift at 6904 Parke East Blvd.Tampa FL 33610 joint 2 and 65 lb uplift at joint 1. Date: March 16,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSI-89 and BCSI Bolding Component 6904 Parke East Blvd. Safety Informallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 JO6B Jack-Open 6 1 T19700093 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:06 Page:1 ID:o8JgoJaVG0ued7wTDu2HQ9ze_6j-2ngymUaPx2GAnhg7fjQW mULd48xTjKpDIV7nIszaLZx 1-5-12 I 6-0-0 1-5-12 4-6-4 3 61 1( co 2x4 n t? c ct 2 r a= r� 4 5 2x4= 2x4 n 1- -12 I 1-4-0 I 6-0-0 1-4-0 0-1-12 4-6-4 Scale=1:32.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 3 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:20 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3=Mechanical,4=Mechanical, 5=0-3-8 Max Horiz 5=123(LC 10) Max Uplift 3=-87(LC 10),5=-113(LC 10) Max Gray 3=105(LC 15),4=58(LC 3),5=253 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-257/98,2-3=-95/42 BOT CHORD 1-5=-83/231,4-5=0/0 WEBS 2-5=-231/344 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 5) Provide mechanical connection(by others)of truss to Mitek USA,Inc.FL Cert 6634 bearing plate capable of withstanding 87 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 3 and 113 lb uplift at joint 5. Date: March 16,2020 • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Quality Cdterla,DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Safely InfoimaHonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 f ` Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 JC08 Diagonal Hip Girder 2 1 T19700094 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:06 Page:1 I D:RgtpvYV 2S MZog12Ax_RAmAze_B7-2ngymUaPx2GAnhg7fjQ W mULYx8ogjLPDIV 7n IszaLZx 8-4-5 12 2.47E 2 5 3x8 u a) 4 rn 0 b (NJ cV 1 -- 6 7 3 3x4= 1-10-4 8-4-5 1-10-4 6-6-1 Scale=1:21 Plate Offsets(X,Y): [1:0-5-11,0-0-1],[1:0-0-5,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.28 1-3 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 1-3 >229 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-P Weight:27 lb FT=20% LUMBER 6) Hanger(s)or other connection device(s)shall be TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 provided sufficient to support concentrated load(s)20 lb SP M 31 down and 45 lb up at 2-11-0,20 lb down and 45 lb up at BOT CHORD 2x4 SP No.2 2-11-0,and 40 lb down and 85 lb up at 5-8-15,and 40 WEDGE Left:2x4 SP No.2 lb down and 85 lb up at 5-8-15 on top chord,and 1 lb BRACING down and 28 lb up at 2-11-0,1 lb down and 28 lb up at TOP CHORD Structural wood sheathing directly applied or 2-11-0,and 13 lb down at 5-8-15,and 13 lb down at 6-0-0 oc purlins. 5-8-15 on bottom chord. The design/selection of such BOT CHORD Rigid ceiling directly applied or 10-0-0 oc connection device(s)is the responsibility of others. bracing. 7) In the LOAD CASE(S)section,loads applied to the face REACTIONS (size) 1=0-7-12,2=Mechanical,3= of the truss are noted as front(F)or back(B). Mechanical LOAD CASE(S) Standard Max Horiz 1=87(LC 4) 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Max Uplift 1=-174(LC 4),2=-188(LC 4) Plate Increase=1.25 Max Gray 1=273(LC 1),2=248(LC 1),3=138 Uniform Loads(Ib/ft) (LC 3) Vert:1-2=-54,1-3=-10 FORCES (Ib)-Maximum Compression/Maximum Concentrated Loads(Ib) Vert:5=-48(F=-24,B=-24),7=-9(F=-4,B=-4) Tension TOP CHORD 1-4=-62122,4-5=-48/11,2-5=-45/44 BOT CHORD 1-6=0/0,6-7=0/0,3-7=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 5) Provide mechanical connection(by others)of truss to MiTek LISA,Inc.FL Cert 6634 bearing plate capable of withstanding 188 lb uplift at joint 2 and 174 lb uplift at joint 1. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 � 1 pin A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/T1.l1 Quality Criteria,DSB-59 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infotmafonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 JC08B Diagonal Hip Girder 2 1 719700095 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:06 Page:1 I D:dZCXdBsxr4oNttBu3Dygr?ze_6M-2ngymUa Px2GAnhg7fjQ W mUL VABvfjKH DI V7n I szaLZx 2-0-12 8-4-5 2-0-12 I 6-3-10 3 4.24 r 1,1 7 2x4 n 6 2 c1 1 —.111111111M 1O- 8 9 4 5 2x4 2x4 u 2- -12 1-10-4 I 8-4-5 6-3-10 1-10-4 0-2-8 Scale=1:32.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 4-5 >822 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.11 4-5 >687 180 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) -0.06 3 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:27 lb FT=20 LUMBER 6) Hanger(s)or other connection device(s)shall be TOP CHORD 2x4 SP No.2 provided sufficient to support concentrated load(s)72 lb BOT CHORD 2x4 SP No.2 down and 53 lb up at 2-11-0,72 lb down and 53 lb up at WEBS 2x4 SP No.3 2-11-0,and 96 lb down and 101 lb up at 5-8-15,and 80 BRACING lb down and 68 lb up at 5-8-15 on top chord,and 1 lb TOP CHORD Structural wood sheathing directly applied or down and 28 lb up at 2-11-0,1 lb down and 28 lb up at 6-0-0 oc purlins. 2-11-0,and 14 lb down at 5-8-15,and 10 lb down and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 16 lb up at 5-8-15 on bottom chord. The design/ bracing. selection of such connection device(s)is the responsibility of others. REACTIONS (size) 3=Mechanical,4=Mechanical, 5=0-4-15 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Max Horiz 5=122(LC 8) LOAD CASE(S) Standard Max Uplift 3=-128(LC 8),4=-12(LC 5), 1) Dead+Roof Live(balanced):Lumber Increase=1.25, 5=-244(LC 8) Plate Increase=1.25 Max Gray 3=158(LC 1),4=90(LC 3),5=368 Uniform Loads(lb/ft) (LC 1) Vert:1-3=-54,1-4=-10 FORCES (Ib)-Maximum Compression/Maximum Tension Concentrated Loads(Ib) TOP CHORD 1-2=-134/47,2-6=-121/48,6-7=-64/26, Vert:7=-26(B),9=-9(F=-4,B=-5) 3-7=-50/41 BOT CHORD 1-5=-3/122,5-8=0/0,8-9=0/0,4-9=0/0 WEBS 2-5=-338/245 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 5) Provide mechanical connection(by others)of truss to MiTek USA,Inc.FL Cert 6634 bearing plate capable of withstanding 128 lb uplift at 6904 Parke East Blvd.Tampa FL 33610 joint 3,12 lb uplift at joint 4 and 244 lb uplift at joint 5. Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Quality Cdt.rla,DSB49 and SCSI Bolding Companion} 6904 Parke East Blvd. Safely 1nformatonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • ` Oty Ply 42 PARADISE PRESERVE 20-022132 PB06 Piggyback 1 1 T19700096 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:06 Page:1 ID:OYirk?BmcujeuzyTystYV W zdyJ 1-2ngymUaPx2GAnhg7fjC1W mU LhT8_IjL7DI V7n IszaLZx -0-7-7 2-5-9 I 4-11-1 105-6 8 1 0-7-7 2-5-9 2-5-9 4x4= 12 3 10 1 N N rl- 2 A 4 1 rJ r L7 5 ...................... ::::....................... ......................... 6 2x4= 2x4= 2x4 n 4-11-1 H Scale=1:26.7 Plate Offsets(X,Y): [2:0-2-1,0-1-0],[4:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-P Weight:22 lb FT=20% LUMBER 6) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 7) *This truss has been designed for a live load of 20.0psf OTHERS 2x4 SP No.3 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members. 6-0-0 oc purlins. 8) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 80 lb uplift at joint bracing. 2,80 lb uplift at joint 4 and 13 lb uplift at joint 6. REACTIONS (size) 2=4-11-1,4=4-11-1,6=4-11-1 9) See Standard Industry Piggyback Truss Connection Max Horiz 2=-72(LC 8) Detail for Connection to base truss as applicable,or consult qualified building designer. Max Uplift 2=-80(LC 10),4=-80(LC 10), 6=13(LC 10) LOAD CASE(S) Standard Max Gray 2=118(LC 1),4=118(LC 1),6=123 (LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-76/56,3-4=-64/56,4-5=0/12 BOT CHORD 2-6=-22/47,4-6=-22/47 WEBS 3-6=-92/51 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.Il;Exp C;End., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), see Standard Industry Gable End Details as applicable, Thomas A.Albani PE No.39380 or consult qualified building designer as per ANSI/TPI 1. MiTek USA,Inc.FL Cert 6634 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 3-0-0 oc. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 P A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeki connectors.This design is based only upon parameters shown,and is for an individual building component,not111 ' a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria.D3849 and BCE Buldkrg Component 6904 Parke East Blvd. Safety krformaflonovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 42 PARADISE PRESERVE 20-022132 PB07 Piggyback 2 1 T19700097 Job Reference(optional) BMC(Midway,GA),Midway,GA-31320, Run:8.33 S Mar 10 2020 Print:8.330 S Mar 10 2020 MiTek Industries,Inc.Mon Mar 16 13:25:07 Page:1 ID:7S8rIAXGOZOhQ201 w_ryYBze?hU-W_E K_pb1 iLOl PrEJDQxIJhurPYJiSoJ N_9tLrJzaLZw -0-7-7 2-11-0 5-10-0 6-5-7 1 0-7-7 2-11-0 2-11-0 0-7-7 4x4 3 12 A 1 9 0 N N 07 4 1 ,L7•; -.-.-.-.-.a0000v..❖.-.•: ..❖.❖.❖.❖.•....❖.❖.•..❖.❖:❖:•::::❖.❖.❖.❖.•..❖.❖.i :•::�:❖:❖:❖:•:::❖:❖:•:s•3:❖:❖:•r:::❖:❖:❖:❖:❖::❖:❖: 6 2x4= 2x4 2x4 u 5-10-0 Scale=1:28.2 Plate Offsets(X,Y): [2:0-2-1,0-1-0],[4:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-P Weight:26 lb FT=20% LUMBER 6) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 7) *This truss has been designed for a live load of 20.0psf OTHERS 2x4 SP No.3 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members. 6-0-0 oc purlins. 8) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 90 lb uplift at joint bracing. 2,90 lb uplift at joint 4 and 18 lb uplift at joint 6. REACTIONS (size) 2=5-10-0,4=5-10-0,6=5-10-0 9) See Standard Industry Piggyback Truss Connection Max Horiz 2=-83(LC 8) Detail for Connection to base truss as applicable,or consult qualified building designer. Max Uplift 2=-90(LC 10),4=-90(LC 10), 6=-18(LC 10) LOAD CASE(S) Standard Max Gray 2=135(LC 1),4=135(LC 1),6=147 (LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-90/64,3-4=-76/64,4-5=0/12 BOT CHORD 2-6=-25/51,4-6=-25/51 WEBS 3-6=-110/63 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft; B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(directional)and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), see Standard Industry Gable End Details as applicable, Thomas A.Albani PE No.39380 or consult qualified building designer as per ANSI/TPI 1. MiTek USA,Inc.FL Cert 6634 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 3-0-0 oc. 6904 Parke East Blvd.Tampa FL 33610 Date: March 16,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria.DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safely Intonnationovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Cause Property /4 (Drawings not to scale) offsets are indicated. I DamageFailureto orFollow PersonalCould Injury MEIDimensions are in ft-in-sixteenths, I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O_1/ld� 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves % WEBSA 4 may require bracing,or alternative Tor I 12 c p bracing should be considlered. c x 111.41lip U 3. stack eateed thn made ua shown and never l U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building C7-8 ce- ca-e designer,erection supervisor,propertyowner and For 4 x 2 orientation,locate BOTTOM CHORDS ~ all other interested parties. plates 0-1/id'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. •Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to T to slots.Second dimension is ER-3907, ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that IP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 41kI Indicates location where bearings 16 Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MITek®All Rights Reserved approval of an engineer. =1 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown Is for crushing only. MINIM It 18.Use of green or treated lumber may pose unacceptable .. _� environmental,health or performance risks.Consult with Industry Standards: WI project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. It' is not sufficient. BCSI: BuildingComponent SafetyInformation, NI 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' e ANSI/TPI 1 Quality Criteria, Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015