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HomeMy WebLinkAboutBuilding Planv NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 161RU SCHEDULE SAFE APPLIED SAFE APPLIED COMPOSITE M JU \ BELL: LENGTH UNTEL NO. GRAVITY GRAVITY UPUFT UPLIFT BEAM LOAD LOAD LOAD LOAD SF16/1T-16 L1 2'10" 6110 4460R BF16/ST-18 6313M 3547# L2 3'-6" 3079# SF16/1T•18 L3 4'-0" 6113R 2724R 8F16/1T-38 6113N 5365# 2290M SF36/ST-18 L6 5'10" 4360R 2093M SF16/1T-38 L 7 6'-6" 3480# 3i GO- 1880M (p 8F36/1T-1B LB T.0- 2661# Ff ih 1634# (p© !t' 8F16/3T-1B L3 W' 18434 1133# 8F36/1T-SB L30 10'fi" 1533# 9140 8F36/1T•10 Lit lr 1366N 798M 8F16/1T-SB L12 Ir-w 1254# 723# 8FI6/17-38 L13 13'-4" 1075M e06M SF16/17.18 L14 141-W 1002# S59# 8F16/1T-18 LIs 14'-8" 1370# 519# SF16/1T-16 L16 is' -we 125OR 48S# 8FIVITAS L17 17, 4" 950R 404# SF161IT-18 Lis 19'-e 75a# 347M BF16/1T-18 L19 2Y-4„ 598# 306R 8F16/17-18 L20 2Y-0" I'm ---- eF16/ST-18 L21 24'-0" 4509 267# 8FI6/IT•1B LINTEL LENGTH SAFE APPUED SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD I L•1 4'-4" 5206# 2635# O 8F14/ST-1B Rl•2 4'-6" 52116# 2525# 8F14/IT•19 R43 Y-8" 4567M 1960M 8F14/1T-18 RI.4 5'-10" 4242# 1900R 8F14/IT•10 RL-S 6'-8" 3120# 1651# 8F74/3T-SB RL-6 Y-6" 2459R jyj 1462# 8F14/1T-18 1466# 31359 8F14/iT-SB Certification for Design load "Pliance 1. DESIGN CODE: Florida etl*1Pf*A A code 2014 Edition w/20_ supplements using WE 7-10 � 2. Structure Design is:Enclosed_ ,- Partially EnclosedOpen Building 3. Risk Category: -I '/kI I _III -IV Exposure Category: B EC _, D Adjustment coefficient 1 114 4. Design Wind Veloctty�mph ASD _ LRFD End Zone Width -!Lft. 5. Mean Roof Height: eft. Roof Pitch: �12 Parapet _ ft. , 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3� ' MRH(worst case)) Zone is - 4Qr ZZone 2: 40 Zone 3:-14GZone 4�r�2one 5: 7y /Garage:�3 7. Design Loads: Floor.6PSF Roof/Dead:/�PSF Roof/Uve30 PSFRalcony:_PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? ZYes - Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF STRUCTURAL Rpm 1. STRUCTURAL LUMBER TO BE HEM -RR # 2 GRADE OR BETTER WITH 1000 P4.1. MIN. FIBER STRESS VALUE- 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SMALL BE GRADE 60 OR BETTER WIT" 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1.1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9SIL MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR a WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WINO LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/ PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING, SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SMALL HAVE A MINIMUM Z -MAX COATING OR BETTER. NOTES: - DRYWALL SHALL CONFORM WITH SECTIONR702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 430. ATTIC INSULATION SHALL HAVE A CRMCAL RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTRvIE ER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) nr IMATIC ANn aPnnRAPPIIC nrAIGN CRITERIA AROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECTTO DAMAGE FROM Proet line WINTER DESIGN ICE BARRIER UNDERLAYMENT FL000 Aifl I FREEZING MEAN ANNUAL Sp4etlD 7bpo8rephlD LOAD (mph elf 'toNA �_1._.. CATEGORY' _ Weetnerin de th° Termite' _ g' __e_ TEMP' REOUIRED^ HAZARDSF INDEX' TEMPI NA See Fig,R301.I(a) NA Negligible NA Very Heavy NA NA NA nw-sni IrT RFVIFW F OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# IIMYPECT ATTACHMENT METHOD PRODUCT PRESSURES DESIGN ) PGT INDUSTRIES INC. SERIES S500 PVC NOA# IMPACT )r ULTRACDN @ 12" MAX.17-31W MAX. O.G, 10" MAX. WINDOW ONE 4379 ZONE -I10 16-0724.03 O.C., 13-3/4" MAX. D.C. & 6-1/2" MAX. FROM THE BOTTO 5 -7. S.N. WITH 1-3/4" MIN. EMBEDMENT & 2-1/2' MIN. EDGE DISTANCE (1/4" ULTRACON IN EA. H LE) DOOR ZONE Q-47.4 -67 THERMA-TRU COMPOSITE Ft# Y."TAPCO AX. O.C. - ENT, 2" MIN. NOE TO MASONRY EDGE AND ZONE .5 CORP. E FIBERGLASS 4" MIN. CLEARANCE TO ADJACENT ANCHOR 20NE 1 -3&2 7129.25 lA TAYLOR 5 V CRIMP FIJI N/A 9 X 15 @ 12" O.C. WITH SEALING WASHERS ROOD ZONE -53.9 ROOFING _ 17443.1 ZONE 3 -102.4 DAB DOOR COMPANY, 824/S11 STEEL NOA# IMPACT 5/16" X 1-5/8" LAG BOLTS @ 12" O.0 MAX. O.C., 6" FROM GARAGE -25,g .44 IS-0304.01 ENDS AND 1-1/2"MIN. EDGE DISTANCE DOOR LNG FL# tMACT WTAPCONS@ 19" MAX. O.G, 2" MIN. CLEARANCETO DOOR ZONE 4-47.9 -50 THERMATRUCORP. SMOOTH 7640.4 MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ZONE 5 -575 CLASSIC CRAFF -ANCHOR WITH CENTER CLUSTER "AND a" SIDING ZONE 5 -57.5 -76 JAMES HARDIE HARDIE PLANKS NOA# IMPACT 2" O DIA R SHANK AILS @ 16' O.G & 2" FROM CORNERS INTO WOOD STUDS &3/8"MINIMUM BUILDIING PRODUCTS, 13-0311.07 INC E OSTA LI HIS CTURE. THE ACCEPTANCE OF HESE PRODUCTS AND METHODS OF to M M L>1 `c .I •Lr HERE 1 PROVID Tot E OUR D ROVAL USE O ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY TH IS OFFICE FOR THESE PRODUCTS. rnNNFCTORSCHEDULE TRUSS ID BEARING POINT(S) TRu55 ACTUAL UPLIFT(GROUPED, WORST CASE) SIMPSON CONNECTORS) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-A5 EACH 979# 11) SETA 10 I810# 9-10d X 1-1/2 B in & 3'^ BRG 630# (1) SETA 20 1810# 9-Iod X 1.1/2 2ND BRG 737# (1) MTS 16 1000# 14-10d NAILS BS-83 EACH 978# (1) SETA 20 2810# 9.10d X 1.1/2 D-GI in BRG 424# (1) SETA 20 Isla# 9-10d X 1-1/2 2ND BRG 1 605# (1) MTS 16 IODOR 14.10d NAILS G2 EACH 829# (1) SETA 20 1810# 9-10d X 1.1/2 ORA EACH 1882# 2) META 20 2500# 9.10d X 1.1/2 GRB in, 3itl & 41A BRG 7930 (1) SETA 20 1810# 9-10d X 1-1/2 2ND BRG 575# (1) MTS 16 1000# 14.10d NAILS GILD 1n BRG 399M (1) SETA 20 1810R 9.10d X 1.1/2 2ND ­BRG 584# (1) MTS 16 low# 14.10d NAILS GRG EACH 1040# (1) SETA 20 1810# 9-10d X 1.1/2 KING JACK In BRG 743# (1 SETA 20 Isla# 10-10D 2ND BRG 591# (1) Mrs 16 1000# 14-IOD HIP JACKS in BRG 157# (1) SETA 20 1810# 10.10D 2ND BRG NAILED PER TRUSS COMPANY VALLEV TRUSSES 48" O.G 672it (1) MTS 15 100011 14-IOD TRUSS INFORMATION TAKEN FROM MANUFACTURER'5 SHOP DRAW INw. A-1 nuur I rcuaae�, {un a Fwsay. I num uvolrvccnn.v DATED 5 22 2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. S S bhz5 EGr=1;55 L4 @e/ PATi© 36 ` o 131-7.1, fA S1 Zd' �` PK3�bs I QI C� I ODkA C�9E5/ t1A-C 6Hz3� • r- --n .O 0 0 - _1 N Dit�ILJCo eM )Ck1r-AE I0dLGTwwA t}IP - P YYYiBBBYYYLrr........�1� 11 • • � ����; t DIL , g4CL.C4 . Q 1 M yate" . K 3 rZz•x54 � CsAP-�Co�. a 0 O N 16) Ro' o ti Via-, IL *Ldi" mp /1 3-4 �O' N RCS � Zee vg PIE_, 1 CL.CP7 s1 s OQ • O 4 JL➢- iTw o I' SL rL4l�iS A110 JS{.L I'f��sl"OSED WOili't APr uryU8rJECTp^T0 I I DIM1k@ T10� !3 yYiYVli.P1 [�J { Y )�=Ll Bi'J£�f�f sfF1 EJI;F ?F§Tif F"WR T6 i .'M 16 fUfr %. k Qtto- V i. 3.i;rx:is ; a n n779 ON a p` E3Cr�ST'iTCC ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED N M FeSH t•a La - ViIT �- r "M Pe .f QL-Z t4 IL �. .. Itk1i co Loa, 03 t�ock eo ct w/4 t#s 6P.F-3 �.% ZI Zo=Bu I W-4N I (o-o 3e� fie FLOo'�, PL4t�-� 1�� n SQu%�.� �ooTP.GE ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC HITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MOBERG RESIDENCE ST. LUCIE COUNTY, FLORMA CLIENT CONSULTANTS REGISTRATION REVISIONS NO. DATE REVISION 7/2.Fa�r7 eJ1�Q ReviS6 L-1�tII.�Ca �4 a r7 hr G rm.rrr-I&zm * 4-' i SF, `� o S�J KEY PLAN SHEET TITLE / SHEET NUMBER o 4- FL n o?- IFL P*% Q PROJECT NUMBER t 17 o Zq DATE 31 LL i 1-7-- &+'1 J (7 -- - S Pr�ul/L 1 emq(r File conry ' ARCHITECT w/ yz'xsvZ" �s�rt�nt� _ O Iz" Iz" r2° o Pc% Zxc9 F3uca; W/ 31t4"xZ'/z' O TAPeous Q IZ"o,e. hTPC�� a ?IT,-zY& staQK bile'/zX5%a� o Ai v �caas ill Z ¢ x m A> -� =s v4�5taE� O O O NTS DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-I/d' EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. ` - :71 eA%lL Kll..a 51'L4wGo P< �` t N INPw`-�i t.F�.-caK P�4o�+�Co F'vrb : VL- �r *I i -. e- Ira ST aGGJ�'Tt pN 4'jyf OF 2"60k,Lv, C'tFS Wk<L 4 Cs r DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 %z" CASE HARD NAILS @ 8" O.C. /z" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 519" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. CmcaR �,.,E P-2 1 P P Z a6e 4� v Z mr,� 1akp V-$ ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O,C. FIELD. ZONE P3 Y X 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . N TE " 19/32" COX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL &.STICK OR 30# FELT COMPLYING W/ ASTM.D226. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES NI/ A MIN.'/." CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS W MIN. t14w Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONIGINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT M®BERG RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION C::l -9- & - k' lzeA1 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER NUMBER 17p'Lq IPROJECT DATE Lv�l6� li 10 J 4IlAi P. f-e ARCHITECT Architectonic Inc 'f'o7' FLA.TG a 5TUD5 (F z4"o,e,/ 4 e wm o M FL04, e- 4Tl/J<c �Lo 0 IC �YPi GA.c_ 1t�.lT.t��. _tn-ta�c-t.... S�cr�iorJ F�—Zo yt'e��r ► �ut�arlo � ...f 9 rµc� a hJ fAroz- sac (5;, y auf..e --a Oro 6d Na �5 CryaPLYu oov 4"O'C' ,VjTd4z-e lJ ��f'4wlAt,..L- sc�G=�15 F1 D L�%4 wT t' L'O'T S, V 1 U r ON Y.T. Z.X4 frar-C calfo" 2.0O TWK , FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" THICKENED EDGE FOOTING WITH III I # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. 31r a 6RUK noo corm, Lt� . �-cam IT 1 �i 3'r2 r �7tr� M fl 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MOBERG RESIDENCE ST. LUCIE COUNTY, FLORIDA [y41:91011 ' CONSULTANTS REGISTRATION a REVISIONS 14 NO. DATE 7/z# 7 KEY PLAN I S)L REVISION i SHEET TITLE I SHEET NUMBER PROJECT NUMBER \7 p29 DATE(, I l(e 117 &f<- File Copy ARCHITECT 3 ✓Tp- 3,, ye 5i 3H s z, �L�I-r'i NCS L ELECTRICAL LOAD CALCULATIONS 2627 SQ. FEET 3 VA 7881 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 ICE MACHINE 3000 VA 1 WATER HEATER 4500 VA 1 DOCK 6000 VA 1 MISCELLANEOUS 5000 VA TOTAL 50281 VA >PW FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 16112 VA AC / HEAT @ 100 % 12000 VA TOTAL 38112 VA 38112 159 AMPS 240 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOU' SINGLE POLE SWITCH '3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET -4 MOTOR OUTLET WALL MOUNT LTG. FIXTURE iiF2 GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF i� RECESSED ..FIXTURE CEILING MOUNT FIXTURE 5D SMOKE DETECTORS �- DOORBELL c rt CHIMES Z.* 3/o THWN IN 2"C. E.l6.C'C. 5EcvICL O luI lS Zoo Otfo C4, riRw- v EL�cT: Dt5'L'. Nt5 FLoo r, P c_. -,tom rB Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ,.MOBERG RESIDENCE ST- LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION i REVISIONS NO. DATE KEY PLAN ":00T, SHEET TITLE / SHEET NUMBER b-1�t I '7 yt vt-D'mY 495E - 4 G p.W."ma- 45'I R oac Sfr, of L� Pt�t t a s3z*6 PROJECT NUMBER ?-' ►"7 O Z9 DATE 3►LLj 1-7 (O�IG�+7 Per�ttM :L PFt44fT ARCHITECT LRLTEi soHEDULE F LNTR NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L l ri0" 6119# 4460# Mfi/1T-19 L2 3'-6" 611M 3547# 8F16/iT-iB L3 W-W 61IN 3079# 8F16/iT-I0 L4 4'-6" 61IN 2724# •(P SIFIGAT-18 L5 914" 5365# 229011 BFIS/1T-I8 L6 5110" 436M 20M an6/1T-1B L7 6'-V 3480# 3 rY 5-9i V $116/17-18 LS r-r 2661# 1634# O 5 $" I 8F16/1T-1B L9 914" 1843# 1133# aF16/1T-16 110 I00-6" 15aw 914# SR6/1T-iB L11 W-4" 1366# 798# anfi/1T-18 L12 ir-0" 12SO 723# 9F16/ST-18 L13 1314" 107S# 606# 1 BF16AT-10 L14 14'-0" S590 SF161T-1B LIS 14'-8" S19# angi.T-SB L16 3S14" ONES SF16/1T-16 L 17 Sr4" 404# SF16/1T-18 LIS 19,4" t 3479 8F16/iT-18 L 19 21'4' 3064 9F16/1T-16 120 2r-0" 295# SF16 T-18 121 24'-0" 267# BFi6/1T-la LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM R41 4'4" 5206# 2695# p EF14/1T-10 R42 4'-fi" S2069 252S# SF14/1T-I6 RLri 51-8" 4S67# 1940# SF14/1T--1S RL4 W-10" 4242# 19000 8FIVIT-16 RL-S 6'48" 3120# 1651# RF14/1T-10 RL4 r-6" 2459# 1462# 9F14/IT-iB RL-7 9`4r 136g# 1135# 8Pi4/1T-SB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. Certff ation foL22slan IQad Complia�p 1. DESIGN CODE: Florida code 2014 Edition w/20__ supplements using ASCE 7-10 2. Structure Design is:-)S-Enclosed_ _,_Partially Enclosed, -,_Open Building 3, RiskCategory:_I ',Ahlil-IV Exposure Category: _B EC DAdjustment coefficient IX/ 4. Design Wind Velc cltY�mph_ ASD i LRFD End Zone Width -! ft. S. Mean Roof Height: ►eft. Roof Pitch: i_.:12 Parapet - ft. r 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) Zone 1: - 11 Toone 2: -4& Zone 3: - P4OZone 4 -4 %� Zone S: Garage J/ 7, Design Loads: Floor: PSF Roof/Dead:I rPSF Roof /Uves0 psFBalcony:_-__pSF Dock: -PSF Deck: PSF Stairs: PSF Fence: PSF Railing; PSF S. Were Shear Walls Considered for Structure? XYes _- Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? Aes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF STRUCTURAL NOTES: 1. STRUCTURAL WURERTOBE"O"Ift#2 GRADE OR BETTER WITH 1000 P.S.L MIN. FIRM STRESS VALUE 2. CONCRETE TO BE 3000 PSJ. MIN. FOR BEANS, COLUMNS, AND RUM CELLS, CONCRETE SLABS AND FOOTINGS 70250D PSI. MIN. S. REINFORCING STEEP SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER ROMPORONS STEEL FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2" S. F#L(SOIL) SHALL BE PLACED M LEIS NOYW EXCEED Ir AND COMPACTED 70 A MINIMUM OF 953E MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED St SELECTED TO WITHSTAND WIND FORCES PER THE FLDWDA BURNNG 0009 2024 EDITION. 7. DOOR B WINDOW ASSEMBLY COMPONENTS TO BE CERTHIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 WMON PER WIND LOAD COMPLIANCE DESIGN PRESSURES, L PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6-MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS &WINDOWS,SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE' ALL SIMPSON STRONG TV PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z AW COATING OR BETTER. NOTES: - - DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL+ CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 430. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R9012(1) CI_IMATI[� ANTI nennm eeuM namnM nolxo,n ' GROUND SNOW LOAD WIND DESIGN (Mph) Topographic m Nleol•L RNA Be1SMlc DESIGN CATEGORYR SUBJECT TO DAMAOE PROM WINTER TOR BARRIER AIR MEAN Prost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL W4etnerin ' eeEth° Termite° TEMP' REOUBIED^ HAZARDS• INDEX' TaMPI _ NA See piig.R301.2(4) NA Negtigible NA Very NA NA NA Heavy PRAM jrT RFvIFw PRODUCT OPENING DESIGN PRODUCT MAFRIFACIURER MODEL# - APPROVALS IMPACT ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES WINDOW ZONE 447.9 -70 PGTINDUSTRIES,INC. SERIESSSODPVC NO" IMPACT 31W ULTRLOONS @17-3/8"MAX O.C-, 1-31r MIN. ZONE 5 -S7.5 S.H. 35-0519.05 EMBEDMENT AND 1" MIN. EDGE DISTANCE JF TAPCDNS 4P 24' MAX. O.C.,6" FROM CORNER EDGE WITH DOOR 7.ONE 4 47.9 -67 THERMA-TRU COMPOSITE FL# IMPACT ZONE 5 -S7S CORP. EDGE OPAQUE 20468.1 1-1/4" MIN. EMBEDMENT, r MIN. CLEARANCE TO MASONRY FIBERGLASS EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR #9 X 25 NWH W/ SEALING WASHERS (OR) OF SUFFICIENT ROOF ZONE 1 -38.2 -229.25 JA TAYLOR S V CRIMP FL# N/A ZONE 2 -S3S ROOFING 17443.1 LENGTH TO MEET 3/16" MIN. PENETRATION THROUGH DECK ZONE 3 -IOIA OR 51r MIN. EMBEDMENT INTO WOOD PLANK) @ ROW SPACING 6" O.C. PERIMETER & 1r O.C. FIELD GARAGE -25.8 4{ DAB DOOR COMPANT, 824/811 STEEL NBA# IMPACT 711V PLSHNUT INSTALLED ON ROLLER SHAFT, WITH STEEL DOOR INC 15-0304.01 TRACK CONNECTED WITH W-20 SS BOLT &NUT, CONNECTED TO STEEL TRACK BRACKETS r' FROM BOTTOM & 11-3/4' O.C. DOOR ZONE 447.9 -50 THERNA TRU CORP. SMOOTH FL# IMACr X"TAPCONs Le 19" MAX.O.c., Y MIN. CLEARANCE TO ZONE S -57.5 CRAFT 7640.4 MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR ANCHOR WITH CENTER CLUSTER @ C AND r yhss i _ o65C1 L4 8 �I r REVIEW AND APPROVAL FOR USE OF PRODUCTS LIS rED FOR THIS STRUCTURE THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPUFT(GROUPEO, WORST CASE) SIMPSON CONNECIOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS A -AS EACH 979# (1 HETA 20 181011 9.10d X 1-1/2 B 3°T & 3a BRG 630If (1) META 20 181011, 9-101 X 1-1/2 2'♦ BRG 737# (1 NITS 16 1000# 14-lUd NAILS 01-03 EACH 978# 1 META 20 181011 9-10d X 1-1/2 D-GI 1°i BRG 414# 1) META 20 182011 9-IOd X 1-1/2 2ND ERG 605# 1) NITS 16 10000 14-10d NAILS 62 EACH 829# 1) META 20 3810# 9.10d X 1-1/2 GRA EACH is= (2) META 20 25000 9-10d X 1-1/2 GRB is ; 34 & 40 BRG 7930 (1) META 20 1810# 9-10d X 1-1/2 2'm BRG 5751E (1) MTS L6 1000# 14.10d NAILS GRD SIT BRG 399# (1) META 20 Isla 9.10d X 1-1/2 2Y° BRG 5a4# (1) MYS 16 100011 14.10d NAILS GRG I EACH 1 1040E (1) META 20 18100 9-I0d X 1-1/2 KING JACK In BRG 7430 (1) HEM 20 181011 10.101) 2Ne ORG 591# 1 NITS 16 low)! 14-100 HIPJACKS RORG 157# i)HETA 20 Isla# 10-101) ZND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES - 48" D.C. 672# 7777777T5iw 10OD# 24.105 ,...++ '. 'I lnnrn rMVM MANvrwc I vntK 55n Vr VKAWINW. A-1 KVUr I KU55E5, JOB # 74339. TRUSS ENGINEERING DATED 5 7ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACrURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 60.f EC 9:010 L4 PATHeD 3 qo CDt7 f0 Sk1 LR- ` CD PK-eoCo ves, 4HT-31 Op �q •I t6 / N _ A o R m O _ h5fe-r' N t:M KITC-N • `tn 1P - ' Eyy^�� G.dw C _� z�4 Nc V 4+ PI^fow CiL, , 4HvfC? HIF C44, w r 94c L+4 . 0 31'ln8 - M L8�g l- f1C 10 n�( V1 IN pZT �S tif.1/w5 i3 �r A t+Kp Pit (._aa i_ON ,: �•. �) `l1 � �t ou TS .�i"a $`I E�-� ICE PIS �.cJ}ten 13 z`(�gti - , 8 Erv�7 �- IAJ0 r2LXSat 8(TP"LD `1'(0 g4GC4i' 11m Le, &A Ce 5 S Gil Bore 1 3 � P CJ lV 0 N D LIS � l EGe�iS S I/D Tim o tt ve. S 2 4T frp-c�� 3�r`Qa FL OO �V, e� Ftepti ZS- L9 b N _A r>\ 2 r � ItklZ CotaC! 6L.oer- eo t;T W/at it56aF7 IV ." Architectonic Inc' AUG 0 12017 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T. 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MOBERG RESIDENCE ST. LUCIE COUNTY, FLORIDA I CLIENT CONSULTANTS REGISTRATION REVISIONS NO. I DATE KEY PLAN "1 �9 S(Skv" '�oOTAC6E 1 SHEET TITLE/SHEET NUMBER 1-0411�-3Gm VaaTr-Y ,A C rl S,r gssF ot= TpTAt.. Pa rl o � � OCc SEi 3z sF, FL 0 Of. 'FL A Q PROJECT NUMBER (�- L7 p Z tj DATE '31LL117 01(0117 I