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1600 PARK TER W - REVISION 1-22-18 `'i=l�`�rl,, CITY OF ATLANTIC BEACH J iii '� 800,SeminoleFlorida Road32233 , r� Atlantic Beach REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit# 17 •-SPR, -33n Project Address 1loOD PA-r'._ e fcp1C4.. 'k Contractor/Contact Name ry\'At`AL C,1 Cp J.,ii- Phone ct6k.F `jis$ c1't-k. o Email CASN. 00r40C( Q theAm-tnckrs tonce, . coy►•. Description of Proposed Revision /Corrections: Permit Fee Due $ S–C9•00 S\ oif ndw 0-Q ro ff-E curl S-14-c, eitvJ 7se (2Diazy 4- -Zon z 4..y.,:s„ ) Additional Increase in Building Value $ Additional S.F. By signing below,(1, Con1rJ,J� affirm the Revision is inclusive of the proposed changes. printed name) ��' I (22-4 i O Signat re of ntor7Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments (Oft ice..o I T o pi-t `c. -1 Tah cart' f v., ,-P-+, De•artment Review Required: ,,,,,a,_ , ... ' anning & Zoning Reviewed By Tree Amin . • •ublic Works Public Utilities Public Safety Date Fire Services S (,---LATh _:.4.#* CITY OF ATLANTIC BEACH 800 Seminole Road s myAtlantic Beach,Florida 32233 Ja REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date4_22 Revision to Issued Permit Corrections to Comments Permit# (7—s FR 33 Z5 Project Address (LOC PA-A, 1 o(r��. (A)etc-- Contractor/Contact Name J\L CW epr)0 et— Phone 964 t5 cg `tt-k. lO Email Cftia , Coi4NCt. Q thefimenct!'-f kon.e,s , conA. Description of Proposed Revision/Corrections: Permit Fee Due $ str i 91-CVn o L.)\e_elayLinlg_r . c)-Q i)1104421 ff E C/1 S-1 101 7-- et , 6(C1-8_ "4- -.Z0 f‘ z elcs, Additional Increase in Building Value $ Additional S.F. By signing below,I VIAL C.Aceq Color-lee— i , affirm the Revision is inclusive of the proposed changes. printed name) 10118 Signat re of nactor7Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments De•artment Review Required: trMillillIk __/<— Z --- • anning &Zoning Reviewed By Tree A.min . . •ublic Works / Public Utilities '2 V —1 8 Public Safety Date Fire Services \ CITY OF ATLANTIC BEACH • �� 800 Seminole Road � . j � Atlantic Beach, Florida 32233 Telephone(904)247-5800 ,j r 1/ FAX(904)247-5845 0;i19 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: IQ-Q6-1/ Received by: Resubmitted: Permit Number:11-SF p,-330.9 Original Plans Examiner: Project Name: 1 WO �1-c Project Address:lLwRio,.c11‘��ccoee. 5� Contractorrcw,M V% cs vvo,ves Contact Name: ,c,Q MAydy Contact Phone :qit 4-Lis-N•51-7 Contact e-mail: Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $ 1„o or,r, ha Additional S.F. ';$p Site Plan Revised: Public W/U Approval:_ By signing belo . (print name) 1 arr.-M„, \e affirm that the above roti i ion is inclusive proposed changes. Signa f Contractor/Agent(Contractor must sign if increase in valuation) Dat" orrice Use Only Date: Approved: ( Rejected: Notified by:_ Plan Review Comments: • @€ `3 2017 De•artment review required Yes No uildin• • arming &Zonis Tree A3mrnlstrator Plans Examiner Public Works / Z 9 - ( Public Utilities Public Safety Fire Services Date (-reeled 4/11/16 Rev a F- ILIA NOTE TO FRAMER C) STAIR NOTES 14.....1 w FOR AL L Ex rERiOR WALL'. kJ I In RHO'PASPECIES CO. AL TRE.40•AT IP WI ,TOTAL r ,OTO CONTRACTUR: L 2. TREADS Mk 110USEIVP.Q. NAILED...EP FA EoPPEAwRnd WRITTEN Elsm,cmns NAILED CAMEO �- t d c Ow .�::1i " ELa=aE7..=Er .' a. uE 2.121Eouauy _ true design studios , 3p iN 8416 .8-116 ,_ j. "'RRRRII O Iii _ .. +7r / 2.r4 rrr _.. nts y . / 1416 _ ,6 _ 7Y nO', .. �. .. !+�t 7,. swim. 10/054Q O MOM i NOMN`LIx O > 111..8 a. 0 41111,4-,,y YfF \�M\ Z / 4 _ 0 y s .m y �1g BO�m' 8 BED2 m .w 1,s W 1 w 2 $mrOLO ;� S i _ ATM , w — Locos .�i- �4 M �r,l -I-_\` - IRI xyi. » L } �' E--) T - 1,7 1111 360 Corporate way cl ' 10 ''CL. : \I I fff / Orange Park,FL 32073 Z e € n ` IN VVY I ` www.dreamande mho mes.com di /\ BATNS .N � R BED3 h o g •m1 G LOFT M V CIA 1 U1 im q • , e f 4 OM t Q t514 4. NJ ,-- r f~-- 'O aerial I in Z= O P `� I 4,e .1, N o-d,r.,a T.E. Y�"t2. / 1Y rd 2..w. 1' ? /".a 10 % w r S Ct 0O Li 0 H. cn 1- CD W U 1 I BONUS 1 i i _ tarro.8m L .. ! W ';il / 1 STREIT RESIDENCE ' 1 COUNTRY CLUB LANE . M LOT2 S LOT 23,BLOCK 6 � _-Y-•C-_. ..sw wit -� tt .V..---_--l! DCOUNTY/FLAL COUNTY/FL Al 0 N --, (( YTN101nu_It am •• 701E.103J N .ctaa acn rrl 00-29-10 OS RAI 0 DVVR Z Is __-_ . M4+6 REVISIONS: O / 5'4' , W416 `, 07d A! J 040SI7 MA D 0+I4+l RKINCC I- l_y. J 06113-17 JBB CO _ 12-22-17 DNM4 Z 01441SO R6s 0 O_ 0 LL 2nd LEVEL FLOOR PLAN Al 2 0 SCALE:Ya"=V-0" , J A N 2 5 2018 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 J!{rssi REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 3330`iDate 1195 /I$ Revision to Issued Permit /Corrections to Comments Permit# Project Address k& Ph,k Tc Contractor/Contact Name 07C.,v ✓�d�C/S 140✓rI C S va y"N C S Email a•.0 Co - &cee, �. A. • . •. Description of Proposed Revision/Corrections:/ Permit Fee Due. $ ?�.aS S �`G./Ja,�� ) f.0 "!TV .1-y) ^" c--5.-tee./ Ak eeSS; JT/Kc. s%pk ' Ise�OMt,c� Additional Increase in Building Value $ Additional S.F. ----- By signing below,I 3L'1^LS C_0 . 44— affirm the Revision is inclusive of the proposed changes. (printed name) p k5 l0 Signature Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved /f Denied Not Applicable to Department Revision/Plan Review Comments eOn T 4•C/ 1 Pi c A --e g t-- Department Review Required: uilding Planning &Zoning Revi ed By Tree Administrator Public Works Public Utilities / -)°j Public Safety Date Fire Services REVIEWED FOR CODE COMPLIANCE OFFICE COPY CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: /7‘ DATE: .7' 8ig*/\ APEX MEMORANDUM December 22, 2017 TO: Dreamfinders Homes, Custom Division FR: Derek B. Murray, P.E. RE: Streit Residence Apex# AT7370 The purpose of this memorandum is to address the following(7) framing and metal tie down related items: 1. The 2x6 conventionally framed rafters at the garage roof were specified to lap and nail to each T05 /TO5V truss top chord minimum 30". The rafters do not lap the adjacent truss top chord as specified,the following is required as an alternative: a. 2x6 rafters are installed at max 24"on center adjacent to T05 /TO5V roof trusses b. Each 2x6 rafter fully bears on the interior roof load bearing kneewall. c. Each 2x6 rafter is independently attached to the interior roof load bearing kneewall with TLOK06, HA4, or H2.5t. 2. Gable end roof truss bottom chords are anchored to the wall double top plate for uplift with MSTA12 flat straps @ max 48"o.c. per the Gable Angle Bracing Detail "Bl", ST-6. An acceptable alterative for this connection is TLOK06 or SDWC15600 screws @ max 48"o.c. 3. As we understand a+/-24"wide scuttle hole access to access an adjacent HVAC mechanical platform has been framed into Bedroom 3 walk in closet wall below gable end roof truss above. A (2)2x6 header with (I)jack/(1) king has been framed at the header. This impacts the original lateral load wind design essentially shortening the SW2 shear wall specified on ST-4 of the structural plan set. Consequently the SW2 will terminate at the front side of the opening toward the front side of the home in lieu of extending to the corner as originally planned. Please provide QTG adjacent or strap the jack/king studs to Beam B02 below per table 8, ST-1. 4. As we understand a QTO was not able to be installed as SW3 overturning anchorage in the exterior wall adjacent to the master shower. A 5/8"rigid all thread rod was installed as an alternative. This is acceptable pending the following: a. 5/8"all thread is drilled&epoxied w/min 6" embed with 3" square x ''A"thick washer and nut at top. All thread is tightened to 30 ft-lb torque and re-tightened after initial installation. All thread must be re-tightened after roof cladding is Derek B.Murray,P.E • • FL PE#71457 • 12/22/17 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547 OFFICE COPY Pftl\ APEX complete and HVAC is operable an has run for multiple days to compensate for any shrinkage in the lumber materails. 5. All porch trusses can•be anchored to beams w/SDWC15600 or TLOK06 per manufacturers installation recommendations. 6. An alterative to the(3)2x6 SYP Plank Oriented Header sill above the 12' sliding glass door at the Dining/Covered porch is to frame a(3)2x12 SYP header vertically oriented framed as a traditional header directly above the SGD frame. This header carries no gravity load but acts as an out of plane wind beam to resist positive and negative wind loads. The header should be supported w/minimum (1)jack/(1)king each end and anchored to the framing per Notes 7A & 7B specified on plan. 7. At the roof load bearing wall separating the garage/laundry and front covered porch electrical panels have been installed resulting in QTB spacing up to 63", we have reviewed anticipated loading in this specific wall and conclude that no additional repair or work is necessary. The spacing provided is sufficient. Should you have any further questions or require any further clarification, please call. • - .3 A • .0 Derek B.Murray,P.E FL PE#71457 12/22/17 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547 DocuSign Envelope ID:87043925-D47D-4008-8D96-4103A92462CA Ply:1 SEAN:19027/T20/COMN Streit Residence-Custom Qty 1 FROM: DRW: T22 Wgt:106.4lbs ... / ... 12/01/17 DREAM FINDERS 4'2"4' 7'9. I 4 I 5'4'8 -{ OFFICE Copy STREIT RESIDENCE 424 37•a 5a•6 REPAIR:BROKEN BOTTOM CHORD =6X8(") 0 131.1 2x6 NO 2 SYP SCAB APPLIED TO ONE FACE - 11.111111111111.111111117 CENTERED ON BREAK WITH(3)ROWS55x5( )A itlil CD in loss 4. ME ��%// / �;:: 1 G F U14X8(R E 113X8(") m5X7 -6X8 I 6' ♦ • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /11 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph PF.NA Ce:NA VERT(LL): 0.043 F 999 240 H 2362 /594 /166 /- /59 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 F 999 180 E 2671 /663 /166 /- /- 1- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.019 B - - H Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:15.07 ft Code/Misc Criteria Creep Factor.1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.558 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.623 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.854 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 434-1725 C-D 0 0 Wind Duration:1.60 WAVE VIEW Ver.17.01.01.0630.10 B-C 422 -1688 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30:T2 2x4 SP#2: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) H-G 8 -89 F-E 1609 -395 Webs 2x4 SP#3 TC 24 0.00 13.17 BC 120 0.00 13.17 G-F 1660 -416 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Bracing Wind Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS. A-H 529-2037 C-F 1845 -398 member. A-G 2242 -557 C-E 569 -2318 End verticals not exposed to wind pressure. G-B 117 -172 D-E 116 -146 Special Loads B-F 75 -98 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes TC-From 54 plf at 0.00 to 54 plf at 7.79 The overall height of this truss excluding overhang is TC-From 54 plf at 7.79 to 54 plf at 13.17 5-11-6. `,`1tt t t l t t t�fI7' BC-From 5 ptf at 0.00 to 5 lf at 9BC-.06,10 7 lb Conc.56 Load at 2.06,3.06,5.06,7.0617 ♦`♦♦OPM........E NSS.',ee'. Oolgned by Plating Notes j �� • eusNo 77693 • (")4 plate(s)require special positioning.Refer to ! _AroL.+u. (1 'x ;"" ; scaled plate plot details for special positioning `-CC4E1682447D4E3.. •• * requirements. =;0; :X- TrayScab(s) 12/4/2017 1;13 • STATE OF �- (1)2x4x0-3-11 x SP#3 scab at right end.Attach 44 i�,(\'•. ' scab to face of chord with:Nails Q 8"oc,plus "i c`' O R \ G♦♦♦ additional nail clusters at:BRG.:(0),heel:(0),1st e, S panel point:(0). 'iti /0 N AI- ♦♦♦ Hangers I Ties ij1//111111��♦ (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.Include BCSI 1-03, should be used in conjunction with the architectural plans during installation 1V 2.Apex Technology s a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer I� 1 a Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 J Jeffrey P APEX TrueHouse PE No 60839owski PE No. Arneson Derek No145Adam 77693 DocuSign Envelope ID:87043925-D47D-4008-8D96-4103A92462CA Ply:1 SEAN:48673/T97/COMN Streit Residence-Custom Qty: 7 FROM: DRW: TO5V AS_BUILT Wgt:71.4lbs ... / ... 12/01/17 374 6'9"8 9'11'1213T h 37'4 3'2 4 3'2'4 + 374 °=4X4 OFFICE COPY 12 8 13X4 C E 1113X4 N m B ' I F N /3X4 ill 1M' 3X4 ®3X8(«)A I /� 6X1 ` G i3X8r) T I s�. lo6X12("•) 2("")H r� 1b 4 12 3' 6'8' 3' AS,I 3'5"8 I 10'1'8 13'1"8 1 A S'9 I3'1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 C 999 240 A 456 /208 /208 /- /130 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 C 999 180 G 456 /208 /208 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.064 H - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.60 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.180 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL 3.0 psf TPI Std: 2007 Max BC CSI: 0.306 Spacing:24.0" MWFRS Parallel Dist 0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.185 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 380 -931 D-E 510 -862 Wind Duration:1.60 WAVE VIEW Ver.17.01.01k0723.12 B-C 385 -885 E-F 386 -886 Lumber C-D 509 -860 F-G 380 -932 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4SP#3 A-I 712 -263 H-G 714 -264 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' I-H 396 -76 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes I-C 178 -123 D-H 447 -283 scaled plate plot details foruire l specialoposition positioning Refer t0 `,.0 Kt IR i//,�� I-D 445 -282 E-H 178 -124 requirements. - DocuSigned by: `,�� p`M Ss�ie„. Purlins F••• i In lieu of structural panels or rigid ceiling use purlins `---CC4E16824471AF4._;• N O 77693 to laterally brace chords as follows: .*; •:* 11 Chord Spaang(in oc) Start(ft) End(ft) 12/4/2017 TC 24 0.00 13.58 -"d CC BC 410 0.00 3.46 = :• STATE OF IL/•` BC 80 3.46 10.13 BC 41 10.13 13.58 i0 ". :,44/$. Apply purlins to any chords above or below fillers �'�`�S:c( O R p P.�` �� at 24'OC unless shown otherwise above. • • Wind ,,''l.`S�0NA��`%% Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-3-5. NOTES: 1.This drawing Is not sufficient alone for installation. Additional Instructions accompanying thea trues drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technologyiafi name owned by Jax Apex Technoiogy .,Florida Corporation. Floridangneer fiVi\ Business No.7547-4745 Sutton Park Court,Suite 402,Jadtsortvdle,FL 32224-904.821.5200 APEX TrueHouse PE No.e1 60839 owsW t E Ngo.58544 PDE No.7 Murray7PE No.77693 DocuSign Envelope ID:87043925-D47D-4008-8D96-4103A92462CA Ply.1 SEQN:19052/T43/SY42 Streit Residence-Custom Qty: 1 FROM: DRW: F12 Wgt:37.8 lbs .. / ... 12/01/17 H 2;0 8 ► 3'10"8 ► 1'110"8 H OFFICE COPY 3" ► 2'6" I H—1'9"4—H III 1. X3 =Y3 III 1 X3 =3 3 e I - u G �Ex FI III 1.5X3 =EX3 III 1.5X3 =4X5 A 5'10" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.024 G 999 360 H 363 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.052 G 999 240 E 346 /- /- /- /- /- BCDL: 5.00 Category.NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.015 B - - E Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.495 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.326 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.227 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -397 I:NA GCpi:NA Plate Type(s): B-C 0 -408 Wind Duration:NA WAVE VIEW Ver.17.01.01.0630.10 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2SP#2 H-G 409 0 F-E 0 0 Bob chord 4x2 SP#2 G-F 408 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -12 C-F 0 -205 In lieu of structural panels or rigid ceiling use purlins A-H 0 -136 F-D 476 0 to laterally brace chords as follows: H-B 0 -456 D-E 0 -347 Chord Spaclng(in oc) Start(ft) End(ft) B-G 47 -49 TC 24 0.25 5.83 BC 67 0.25 5.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others .``,M K rRUS,,'I. S %, End Vertical Attachment —Docuslg` ,.\GEfuSFF� Attach notched end vertical(s)to next end vertical -..4ola4 3 using(3)qty.10d box or(0.128"x3"min)gun nails,or i*i (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire \--CC4E1218241704F4... * staples,through wide face;or(3)qty.16-Gauge,1" - o U Crown(minimum),1-1/2"length wire staples on each 12/4/2017N.. STATE OF t� narrow face. 4� .. .<O R l O P,: � C?. %., Additional Notes �� ,,ONA1 r�.s.0% Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient atone for installation. Additional instructions accompanyug this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6H.) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 0Jeffrey P Arneson APEX TrueHouse PE No.60839 k i PE No.58544 PE No.71457y APES No.77693 Russell 65975 Ply:1 SEAN:19109/T3/SY42 Streit Residence-Custom Qty: 1 FROM: DRW: FO5A Wgt:121.8lbs ... / ... 11/10/17 DREAM FINDERS STREIT RESIDENCE OFFICE COPY REPAIR:TOP CHORD AND WEB CUT FOR PLUMBING 7/16"OSB APPLIED TO ONE FACE WITH 0.131'x3 AT 2"O.C. (TYP) W=3X4 =3X4 =3X4[5] =4X8[8] =3X4 =3X4 =4X8 A B C D E F G H I J K T 3.8 U _ T2 1. T' S MR Q P 0 N M L 4X5[1] =3X4[4] =4X8 W=3X4 =4X8[10] =3X8[17] =4X5[20] Il 49"4 1 18'0"12 i F 23' -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.353 N 612 360 T 157 /270 /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.689 N 313 240 R 1875 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 L - - L 1021 /- /- /- /- /- Des Ld: 62.00 EXP:NA HORZ(TL): 0.053 L - - T Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.799 L Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.782 Bearings T&R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.822 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.01.01.0630.10 A-B 0 -13 F-G 0 -3394 Lumber Deflection B-C 769 -29 G-H 0 -3067 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.35"DL:0.45".See detail D-E 1503 0 H-I 0 -3067 DEFLCAMB1014 for camber recommendations. D-E 0-2363 I-J 0 -3067 Top chord 4x2 SP SS:T2 4x2 SP#1: E-F 0 -2363 J-K 0 0 Bot chord 4x2 SP#2:B2 4x2 SP SS: Webs 4x2 SP#3 End Vertical Attachment Lumber value set"135"uses design values Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire T-S 58 -730 P-O 3388 0 Plating Notes staples,through wide face;or(3)qty.16-Gauge,1" S-R 0-1418 O-N 3394 0 Crown(minimum),1-1/2"length wire staples on each All plates are 1.5X3 except as noted. narrow face. R-Q 809 0 N-M 3397 0 Q-P 809 0 M-L 1901 0 Plate Shift Table Additional Notes sr Plate Lateral Chord JT Plate Lateral Chord +2x6 continuous strongbacit.See detail Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite STRBRIBR1 014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. [1] 4X5 2.75 L 1.25 [4] 3X4 1.25 L 1.25 recommendations. [5] 3X4 1.25 R 1.25 [8] 4X8 4.25 L 1.25 T-A 0 -101 P-F 0 -1188 [10] 4X8 3.75 L 1.25 [17] 3X8 3.50 R 1.25 Negative reaction(s)of-270#MAX.from a non-wind T-B 802 -50 F-O 177 -5 [20] 4X5 1.25 R 1.50 load case requires uplift connection.See Maximum Reactions. U-T 0 -26 N-G 44 -137 Purlins Truss must be installed as shown with top chord up. B-S 0 -514 G-M 0 602 S-C 997 0 I-M 0 -343 In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is C-R 0 -818 M-J 1288 0 to laterally brace chords as follows: 1-4-0. R-D 0-2370 J-L 0 -2093 Chord Spacing(in oc) Start(ft) End(ft) D-P 1726 0 K-L 0 124 TC 24 0.13 23.00 E-P 0 -298 BC 120 0.00 23.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: NI- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,Include BCSI 1-03, should be used in conjunction with the architectural pans during instalation. (V1Hh1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PEicNo.60839 PE No.58544 PE No.71457 PE No.77693 DocuSign Envelope ID:87043925-D47D-4008-8D96-4103A92462CA Ply.1 SEQN:19052/T43/SY42 Streit Residence-Custom Oty: 1 FROM: DRW: F12 Wgt:37.8 lbs ... / ... 12/01/17 2'10"8 1 3'10"85'10" 2'10"8 1' ► 1'11"8 H OFFICE COPY f3"1-- 2'6" 'I I—1'9"4_'i HI1. X3 =tX3 III1.5X3 = 3 T C3 3_ 1 1 - 7 2 GG F / � 1-I-1 III1.5X3 =3X3 1111.5EX3 =4X5 k 5'10" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph PF NA Ce:NA VERT(LL): 0.024 G 999 360 H 363 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.052 G 999 240 E 346 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.015 B - - E Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor.1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.495 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.326 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.227 Chords Tens.Comp. Chords Tens. Comp. CSC Dist a:NA ft FT/RT:12(0)!10(0) Mfg Specified Camber: A-B 1 0 C-13 0 -397 I:NA GCpi:NA Plate Type(s): B-C 0 -408 Wind Duration:NA WAVE VIEW Ver.17.01.01.0630.10 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2SP#2 H-G 409 0 F-E 0 0 Bot chord 4x2 SP#2 G-F 408 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -12 C-F 0 -205 In lieu of structural panels or rigid ceiling use purlins A-H 0 -136 F-D 476 0 to laterally brace chords as follows: H-B 0 -456 D-E 0 -347 Chord Spacing(in oc) Start(ft) End(ft) B-G 47 -49 TC 24 0.25 5.83 BC 67 0.25 5.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others `,.,,r K nRU,4, End Vertical Attachment Document? .CENSFF!<'y Attach notched end vertical(s)to next end vertical _4-S4-0„ 3 using(3)qty.10d box or(0.128"x3"min)gun nails,or -* *Tz (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire �CC4E1882447D4F4... * • staples,through wide face;or(3)qty.16-Gauge,1" STATE OF &z. Crown(minimum),1-1/2"length wire staples on each 12/4/201f p•, • �: narrow face. •�,��•;c<ORtO• PC " Additional Notes ,�'S. • S/ONAt-�;,,, 1nnnna Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: `ti' 1.This drawing is not sufficient alone for installation. Additional Instructions accompanying this truss drawing,include BCSt 1-03, should be used in conjunction with the architectural plans during installation. (Ilirli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.Michael 60 39 Kozlowski PE No.58544 PDE N.7Murray PE No.77893 65975 Ply 1 SEQN:41238/T99/COMN Streit Residence-Custom Qty: 7 FROM: DRW: T21_REPAIR Wgt:144.2 lbs / ... 01/23/2018 DREAM FINDERS I 37 I 104' I 153 I15T 39' BT 4'11' E STREIT RESIDENCE "m' ' 51530111) OFFICE COPS REPAIR:VERTICAL REMOVED FOR A/C ACCESS z e c 'p � REMOVED END VERTICAL AS NEEDED BEAR TRUSS END ON 2x6 HEADER .93x4 A ATTACH VERTICAL TO ADJACENT TRUSSES WITH MIN(3)0.131'3"TOE NAILS 111D)6w1 I H G F 54/Gr 1 m3x13 a 35.4 A isra 1;12 310'12 I 65.4 l ss YI 310'12 154 154 Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 C 999 240 I 602 /133 /226 /- /100 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 C 999 187 E 622 /105 /199 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - F 82 /- /21 /- /- /- Des Ld: 32.00 EXP:C HORZ(TL): 0.012 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:19.29 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.568 E Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.372 F Min Brg Width Req= - Load Duration:1.25 P Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.261 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Wind A-B 149 -270 C-D 160 -344 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 181 -189 D-E 130 340 Topchord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W4 2x4 SP#2: Lumber value set"13B"uses design values Additional Notes I-H 100 -87 G-F 0 0 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is H-G 248 -55 11-0-0. Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-I 273 -602 H-C 97 -154 Plating Notes A-H 446 -165 C-G 119 -141 (")4 plate(s)require special positioning.Refer to B-H 136 -203 G-D 433 -95 scaled plate plot details for special positioning requirements. ,ttt11111111,,, Purlins `,‘� M K ROSS,'i,� In lieu of structural panels or rigid ceiling use purlins �� Qp' F �,� to laterally brace chords as follows: N Q••.•••\C'E N S•'•.�� i Chord Spacing(in oc) Start(ft) End(ft) : \' TC 24 0.00 15.75 No 77693 BC 120 0.00 15.75 Apply purlins to any chords above or below fillers - * ' at 24"OC unless shown otherwise above. Loading O: STATE OF ALU Truss passed check for 20 psf additional bottom ,(, chord live load in areas with 42"-high x 24"-wide 0��A\••.( O R 1 (.\P \ •� clearance. ....... N. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TMi 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fit\ _uAdKEX i i LL�i i��S� PE No 0839 0 � PE No.58544�n PE No.71457^Murrayy PE No. Russell