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HomeMy WebLinkAboutBuilding Plans39 39' q a a 4 CONCRETE PAD , e : 44" CONCRETE SLAB s'-6'r 12r_6rr - -- — — -- 13, 10'� —T 16 -- -- - - F7_ t ^ : f 4) VINYL SUPTITPANELS ON PORCH CEILINGS. `.:.. „j .•. `.: I / / VAULTED _ _ LWINDOWS 5) TO BE WHITEAL UMINUM OR VINYL CLAD. — — -- _ —CEILING �\ I I�� O S W +~4n CONCRETE SLAB �N s \ -- - - - - - :-!- W/6X610/10 Sf'.IYD1 f �o \ OVER 6 MIL POLY ,\ OR FIBERAIESH 26X6'8 �° FL KITCHEN '� 3'-2"-�I 8 -611ON WELL COMPACTED 3 w © TERMITE TI!'EATED bw I - b �. � I \ / k \ / M „- • _ 'CLEAN FILL I _ ISr_2r;— fATH F M SHo BR ; M I �. 10 Trio Nam/ "' t�Uf. - . hRECE I. GFI .Fl GF[ xB tHB. xB - FRAME WALLS DRAIVN@ 31/2"UNLESS NOTED OTHERWISE. - 778 2 -8 : -' 2"X 6" PLUMBING SVALL 8 F/ATCEILt "X 6" PLUMBING WALL BLOCK WALLS DRAWN@8". F--- 2 I [A/ I. / wN ''�/ I 5 IW •,.,<.. A-l._H al ricre .\ kI g I ---- --- -s-srSHWER n p\ \ M/.2ATH LINTEL HEIGHT756-8" UNLESS NOTED OTHERWISE "' ,CISCONNECI E B WLC8-1" TYPWALL HEIGHT2"X6LNG WALL '8X68 2.\X 6'8 41 6r- �� h 5 c FRAME BEARING WALL � 16" dY1D- 76"DEEP STEP-bOWN N `��`: FOOTERS W/ RS CONTINUOUS` 'Aa Po >C ` / 12r r, b , W � b BEDROOMS _ _ 28 X 68 W N %� - 20 MZN. FIRE TEb ELECTRIC :4"CO. V CRE VE 1 I a l III a�� 'Z � �/ I I I I 1`_ i E-1 �� i `7 AC DISC NNECT . 4 GARAGE 0 (2) s SH LIVING AREA 1282 SQ. FT. IQ_/ _ /\ 0 GARAGE .391 SQ. FT. Is' 4r �L6 ENTRYPORCH / ` �--- - ' ^qi I2"X 12" THICKENED EDGE '? A 4 3 FRONTPORCH 92S FT er IV/2#5BARS CONTINUOUS d ti yi:-- — - - — — — — —1— 1$r_$n k, Y 'Ice: ''" "d #SBARINALL - TOTAL SQ. FT. 1765 5 . FT. '. ,:_: ,. • , . RAGE B 12"X 12" COLUMNBLOC7C — — — Q j - - P0iAt In St. Lucie our I W/PRECASTLINTEL&.BEAMBLOCX GA AG CURS y 30"X30"X20"PADFOOTER.':{ Site Plar 41up roved for Construction W/3 #5 BARS EACH WAY / \ © SUp@ do Ail Prw bus . Plan for (CENTER FOOTER UNDER COLUMN) I / OSTD$ 46-Sf -2on j_ 8_ & Welt - - ty I Daft: Di(J" I6'X7'OVERHEADGARAGEDOOR — — 19, 2' 16' 2' 15, 420' 39 L I 39' Iq�2-atg�, REVIEWED FOR FLOOR PLAN FOUNDATION PLAN C /+ SCALE: 1/4"=1"£ "SCALE:1/4,r-lr CODE COMPLIANCE ELECTRICAL EGEND 2-4/01-2ioMCMTHwaL -A ST. LUCIE COUNTY 0 -wPIGFI WEATHER PROOF 'GROUND FAULT BOCC Nz^iMc 120/240 10 3W NEMA 3R � <PH TELEPHONE OUTLET 150AMP.10KAICENCLOSED ��°R o 4 FLORESCENT... - CIRCUITBREAKERONLY WHEN "�y .POSSIBLE 'DTv TELEVISION.CABLE/ANTENNA OUT RECEIVED. „ EXTERIOR UNIT IS REO'D. ELSE: 1 0� RECESSED 150AMP. MAIN BREAKER PANEL . CEILING LIGHT EXHAUST FAN WITH LIGHT DEC 10 2019 120/240 10 3W NEMAI POWER CO. METER 150AMP MLO ST. Lucie County, Permitting FLUSH MOUNT RECESSED LIGHT / ® POSSIBLE EYE -BALL TRIM ® EXHAUST FAN PANEL' PENDANT LIGHT, BAR LIGHT `�t�liui�� ® HANGING LIGHT 3 OR 4 WAY SWITCH AS PER USE ����� E. KE4 r44�i, RUN 1#4CU / PER MY REVIEW �TO `''[[��''L� EE R THE PROPOSED RESIDENCE ROD AND WALLEXTELIGHT LOCATED AT 7e151' � R�AD FT. PIERCE, ST. LUCIE CO. ROD ANDFoorER 2a/o1-zroMCMTHWnL. WALL LIGHT � .SINGLE POLE SWITCH srEEL(uFER) SERVICE CABLE v COACH LIGHT ARE IN CONFO BUILDING 6T-H EDITION (2 TI 1609 OF E FLORIDA YARD LIGHT 220 VOLT OUTLET 2 NOTE: ALL ELECTRICAL MATERIALS AND COMBO SMOKE/ BY wSHALLCOMPLY WITH PROVISIONSOFTHE NATIONALELECTRICCODE, CO DETECTOR RONALD G. KE JULIE E. KELLER P.E. #68366 -....•• �� LOCAL ORDINANCES, FLORIDA POWER & LIGHT. SWITCHED OUTLET FLOOD LIGHT - P.O. BOX 78-1 iII {� FL. 32978-1377 C.A. # 5693 T� o �D P�1 W nw �1 It SCALE) ENGINEER'S SEAL SH0160'LUE IN COLOR OR SMUDGE W/ WET FINGER; SCALE: sheer bU11 ELECTRICAL RISER DIAGRAM. (NOT TO SCALE) IF NOT, CONTACT ENGINEER To VERIFY PROJECT AND SEAL ARE AUTHENTIC. 1/4"=11•0" \ �..... DATE - 5.7.2019 zft OF srlEE,s Drawing File; C;IACAD2001ADRAWINGSIGARAGE RIGHT SPEC.DWG I. DRAWN BY D.B. FILE C 1j ��I' . — ---- SCALE:I/4"=I' ---- REAR ELEVATION SCALE: .1/4 "=P l4 V` 111 yILL / 111 1 V1 SCALE: 1/4"=1 12 s II 16" TYR \ARDIPLANK@ FRONT ONLY, OPTIONAL STUCCO LAP SIDING DESIGNATES COMPONENT/CLADDING PRESSURES IN P.S.F. m 2 X 2 P.T. FIRRING STRIPS @ 16" 0.0 FASTENED TO BLOCK WALLS W/2114" CASEHARDENED NAILS@ 16" O.C. OR W/HIL TI BRAND 'HIT-HY20 ADHESIVE OR :SIMPSON'ET-HP' OR AT'ADHESIVE & 3116"DIA. X 3" TAPCONS:@ 2 4 " O.C.. FASTEN 'HARDI-PLANK' TO FIR RING AS PER A 1A NUFA CT UR ERS SPECIFICATIONS. - O HARDI-PLANK' MAYBE FASTENED DIE ECTL TO BLOCK WALLS AS PER SPECIFICATIONS USING THE 'ET&F FASTENING SYSTEM' NAILS. 'HAIRDI- PLANK' TO ELOCK FASTENING DETAIL ATTIC VENTILATION PER FBC R806.2(2) THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF SPACE VENTILATED. A REDUCTION TO 1/300 OF THE AREA OF SPACE IS PERMITTED WHEN 40%TO 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE, WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ. / FT. =1765 X 144 / 150 = 1694 SQ. IN. OF VENTILATION REQUIRED. TOTAL SQ. / FT. =1765 X 144 / 300 = 847 SQ. IN. OF VENTILATION REQUIRED IF 40% VENTED THRU UPPER ROOF. 847 X .40 = 339 SQ. IN. REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER (508 SQ. IN.) SUPPLIED BY SOFFIT VENTS. CONTRACTOR CONTRACTOR TO (PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. METAL ROOFING M8R ,�4. 72 Jfl PEEL-N-STICKMEMBRA� SG� - 0VER 518" CDX PLYWOOD . .PRE-ENGINEERED WOOD 3 ALL TIEDOWNSAS TRUSSES@2'O.C. PER ENGINNERS SPECS _ A TTIC INS ULA TION PER ENERGYCALCS 2"X 6" SPRUCE SUB -FASCIA - ALUMINUM FASCIA AND WHITE AI UMINUMDRIPEDGE T — — _ _ — _ — _ - _ — — a 16" /� / I I / 2 COURSE BEAMBLOCK I I , ' DOUBLE T®ppLATE } BOND BEAM JFI PRE -CAST 16" CANTILEVERED OVERHANG I LINTELS OVER OPENINGS W/ VENTED VINYL SOFFIT W 1 #5 CONT. INEACH I I' �I II I II II I Ii II I i INTERIOR FRAME WALLS I W12"X4"STUDS@16"O.0 I CULTURED MARBLE (BEARING WALLS TO HAVE " ZWINDOWSILLS 8'-P, I j FASTENERSASPER SCHEDULE) `I 1/2 MAX. CEMENTACIOUS FINISH I II OVER CBS BLOCK WALLS" . 3/4" FIRRING STRIPS (a316"O.C.W11/2" DRYWALL @ CEILINGS #5 DOWELS & DOWNRODS ` !!! & WALLS AS PER FLOOR PLAN WALL INSULATIONAS I L PER ENERGY CSILCS - P.T.BOTTOMPLATES 4" CONCRETE SLAB - -. I \ I MAINTAIN 12"OFFOOTER'. W/6X610/10W.W.M. f IN FINISH GRADE \\ eq - \ a CLEAN LL CO // T R IF LTREAT MO LX IYNOLYT'HICFOOTER X 16" D EXTERIOR MOINTERIOR BEARING STEP-DOWN FOOTER AS PER AS PER VV/2#S'SCONT. FOUNDATIONPLAN FOUNDATIONPLAN WALL SECTION SCALE:I12",11... REVIEWED FOR CODE COMPLIANC' ST.LUCIE COUNTY BOCC PER MY REVIE ��ip11C:I�fSy FOR THE PROPOSED RESIDENCE LOCATED AT 7, `R 'ROV, FT. PIERCE, ST. LUCIE CO. ARE IN CONFIJRM .f C $�CtON 1609 OF THE FLORIDA BUILDING BY RONALD G. K i� JULI E. KELLER P.E. #6B366 P.O. "BOX 78FL. 32978-1377 C.A. # 5693 NOTE: ENGINEER'S SEAL// `0`�',VERIFY PROJECT IF: IN COAND R SMUDGE SEAL ARSE IC. FIND ; K IF NOT, CONTACT EN T z 0 a wLL r" a 9 N O W•rWlw. A ^ and O W U �CID Ea P4 � ry ��11 LCJ a I u L) SCALE: SHEET 114" =1'-0" DATE 5.7.2019 OF DRAWN BY D.B. Drawing File: CMCAD20081DRAWINGSIGARAGE RIGHT SPEC.DWG Cf% U H 1 C 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING LOCATION. STRA r A IN LJ TIE®® UPLIFT FORCES SUPPLIED BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. KSM ENGINEERING MUST BE NOTIFIED IF / FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH vAL T S E$f FINAL TRUSS ENGINEERING LAYOUT. 191388-n sT�N�ED o usses TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION FRAME BEARING WALL FASTENERS 1. All construction shall conform to the latest edition of the Florida Building Code if not specified 9 p 0 VALLEY 1 TOP PLATE TO BOTTOM PLATE CONNECTIONS WALL ANCHOR CON ECTION. ,below, ATS W/ TRUS S AR N BE I G UPLIF T SS TO TRU TRUSS TO MASONRY TRUSS TO ATE CONNECTION STUD TO BOTTOM ANCHOR 2. Install #5 vertical rebar in routed cell as shown on the Tans With the followin characteristics: g g @EN STRAP& @ ENDS & IDENTIFICATION JOINT REQUIRED TRUSS BOND BEAM WOOD FRAMING UD SPACING MAXIMUM O.C. BOTTOM PLATE PLATE TI FOUNDATION M SPACING IMUMO.C. e a) All reinforcing Steel Shall be deformed new billet Steel Conforming t0 ASTM A-615, Grade 60. 4' O.C. B5 11 7 433 / 334 HETA20 4N/ b) Minimum hook distance in footer and beam = 10" B4 12 9 225/178 HETA20 c) Minimum embedment in footer = 6" B3 9 7 228/152 HETA20 d Minimum vertical overla distance = 30" ) p B2 10 7 206 / 169 HETA20 MTS16 4 32" SPH4 5/8" ANCHOR 32" e) Adjacent to all openings 131 10 7 1 1991176 HETA20 MTS16 1 1 32" 1 32" f) (2) downpours at each end of openings 10' or longer. A13 13 8 628 / 616 HETA20 MTS16 1 1 32" 320, 3. Minimum net compressive strength of the block shall be 2000 psi. Mortar shall be type S or M. HEN USING Al2 11 8 289 / 240 HETA20 MTS16 32" 32" 4. Grout shall have a maximum course aggregate size of 3/8" placed at an 8" to 11" slump and have qq, LTo c 'i A11 11 8 283 / 246 HETA20 MTS16 32 32 minimum specified compressive strength of 3000 psi a 28 days. a min p p g p t y NAIL T USS / � A10 14 10 294 / 244 HETA20 MTS16 n 32 32 5. Horizontal reinforcement Durawall shall be installed on all masonry walls at 1 " ( ) y 6 O.C. (every other RAF ERS FASTEN TO 316 IL A9 13 9 2941244 HETA20 MTS16 32" 32" course). RIDGE R ! SIMSQ A3 OR E E ETA20 MTS16 32" 32" 6 A continuous connection between the foundation wall and roof shall be provided The double SI P N STA18 EIIN 1� Mimi• ' 0 'tl ®1® ti I ■ I, ELI � �i�l ,_ate+-`,�-�• �I WALLSUPPORT J_ HIP TRUSSES Q F- NAIL HIP JACK TRUSSES W/ W TOP CHORD 2• 410 COMMON J 0 BOTTOM CHORD 2-#10 COMMON J �- SUB -FASCIA BOARD < I-- W ROOF SHEATHING TO BE W (� CARRIED OVER 2 SPANS = MINIMUM ALL LOCATIONS O ATIONS ry /lI-^ U) O Y A8 A7 12 13 8 9 294 / 244 294 / 244 H HETA20 6 MTS16 32" perimeter beam block with 1 - #5 in each course shall be continuous with pre-engineered concrete lintels over openings. All lintels shall be poured with 1 - #5 bar, and have been reviewed and verified to support the intended loads and spans. All lintels shall have 4" minimum bearing. 7. If welded wire mesh is used to reinforce the concrete SIB it shall be supported u off the fill dirt pp p 1/3rd the distance from the top of the slab w/approved supports (foundation bricks) a 3' O.C. minimum each way: O S P R NOTES � IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSESSHALL BE D W/ 2 X 4 PURLINS ' O.0 . FAS BRACE 2 TEN 2 X4'S TO @ THE BOTTOM SIDE OF THE TOP CORDS W/ 2.16d NAILS @EACHTRU5S.(ONLYREQD.UNDERVALLEYFRAMING) 2"X4" CONTINUOUS BLOCKING REQUIRED NAIL END OF JACK TRUSSES W/ 4' UP FROM ROOF EDGE, NAILED W/ TOP CHORD 3- 16d COMMON 2-16d @ EACH END. 1st SHEET ROW FROM BOTTOM CHORD 3-16d COMMON EDGES SHALL BE FULL 4'X 8' SHEETS. ROOF SHEATHING NAILED 3"O.C. ON @ Sl1BFA5GlA AND @4" Q.G. ON THE JACK TRUSS CONNECTION REMAINING EDGES.(BLOCKING MAY BE INSTALLED ON THE FLAT OR ON EDGE.) @ HIP AND GIRDER TRUSSES °' N m o H n m N, ¢ o m n Z W w w _ w I- ¢ ¢ 0 o 0 m o 0 Al 16 12 11 322 / 524 / 248 HETA20 N / A A2 16 12 11 322 / 527 / 252 HETA20 A3 18 14 13 357 / 542 / 561 HETA20 A4 17 12 11 358 / 541 / 530 HETA20 A5 ' 18 12 11 345 / 551 / 591 HETA20 A6 20 13 12 740 / 1504 / 2260 2X HETA20 8. To help reduce the probability of random cracking of concrete slabs, KSM recommends sawcutting HIPCORNERS & JACKS HIP DETAIL HETA20 concrete flatwork. See engineer for recommendations. The interior corners of the slab shall be reinforced as follows: Install (2) 4' long #4 bars, 1" below the top of the slab placed diagonally at d /d1 3" from the corner and spaced 3" apart. d L✓ 1 9. All framed bearing walls shall have 2" X 4" or 2" X 6" studs (see floor plans) at 16" O.C. with a I double e. _----�__ �d 10. stall 5/8" JJl ate n Bolt or specified %"d a single P.T. bexpansion ottom t bolts with 2" diameter X 1/8" washers to the framed COMPONENT & CLADDING PRESSURES ASCE 7-10 (160 MPH - EXP. 'B'- Vasd) ROOF SLOPES 2.5/12 TO 6/12 (REIGET < 25') EFFECTIVE AREA (SQ. FT.) ZONE 0<10 11<20 21<50 51<100 1 +19 -30 +18 -29 +16 -28 +15 -27 aL O 2 +19,50 +18 -46 +16 -42 +15 -38 3 +19 -73 +18 -63 +16 -63 +15 -59 ALLOWABLE SPANS FOR ROOF HANDFRAMING UNSUPPORTED CLEARSPANS - 12"O.C. 16"O.C. 24"O.C. X4 -- 8'-8„ 6 V-" 6'-•I" 2 X6 = f2 13'-8' 1T•1' 9'-8" 2'X8"= 18'-0" 15'-7" 1 12'-9" RIDGESOARD:2 LARGERTHANRAFTERS CONTINUOUS 1" X 4" BLOCKING NAILED** INSTALL NAILS @ 6d ROOFING NAILS @ SOFFIT JOINTS ** CV o 00 00 CQ 0) a) TO TRUSSES W/ (2) 8d NAILS @ EACH INTERLOCKING SOFFIT C7 "y C) cl1 TRUSS INTERSECTION JOINT e m e e ®® e a) `"�' 00 C7) M` ... , INSTALL NAILS @ ..... .. .......... ........ 00 tO (L7'.`cm N Ltl CO LO 2" X 6' ..:' INTERLOCKING- SOFFITI.., JOINT .... (� N r C14 CU N I,. .(N Cv Imo.• bearing walls at the maximum spacing per schedule and Within 12" from all corners, door TT 4 T T PV n r7,AIL FASCIA V LLL1 L 1 @12"OC openings, and end -jointing bottom plates. Minimum Bolt embedment = 7". Z / 11. All individual jacks under headers on bearing walls shall be strapped to the header with a LSTA18. q MgxIMUM of q 1-1/z" ... :............ J {/3 1 cc Attach the SPH4 to the top plate as per connection spacing. Attach the SPH4 to each jack and to FILLER MAY BE USED ..:... J _J i the PT bottom plate. BETWEEN THE STRAP PRE-ENGINEERED +33.0 DESIGN PRESSURE IN ' Q ("On i Do I 12. The SPH4 shall be installed at both ends of the wall of bearing walls and spaced as per schedule. AND THE TRUSS WITH 10d TRUSSES P.S.F. OF SOFFITS LU C2 1 The lap of the double top plate shall be a minimum of 4'. COMMON NAILS IF THE DISTANCE BETWEEN THE VINYL SOFFIT - 43.0 WITHIN W OF ALL CORNERS , , _ , , • , , . • _ ..... • .... ; . LUOI 2 Q O �I O 13. At girder truss bearing locations, 3 studs shall be nailed together with 12d Common Nails spaced STRAP & TRUSS Is THAN 1/8" 14. at 6' O.C. Unless otherwise detailed, ratruns shall be 1" x 4" Southern Yellow Pine at a maximum spacing of GREATER OR LESS THAN 1-1/2". THIS ELIMINATES THE KINTHE J' CHANNELS FASTENED O 1X W/ 6d ROOFING NAILS DESIGN PRE SSURE +33.0 INPSF OF I"m � 10' O.C. and attached with 2-8d common nails at each truss or as specified by truss engineer SLAG ROOF SHEATHING STRAP TO TRUSS / - 36.0 REMAINING END ZONE 3 WITHIN A DISTANCE OF \ (using whichever method Is more stringent). CONNECTION. ! SOFFITS r- 6'FROMBUILDING/ROOF CORNERS =(d) i , , ' 15. An e y exterior porch ceilings shall be /z Exterior Soffit Board. Fasten to trusses with #6 - 1 /4'00 CUT VIEW 160 MPI j�EXP. 'B' BOTTOM VIEW DESIGN PRESSURES i' 1 J b O- drywall screws at 7" O.C. on the seams and 12" O.C. in the field. This application creates a REPLACMENT k*' REFER TO MANUFACTURER'S REQUIREMENTS M structural dia hra m and will not require an additional bracing Of the bottom cords of the trusses diaphragm (j y g Truss FOR NAIL L SPACING TO DETERMINE THE 1lIETAL ROOFING -\ O I other than the ratruns specified. p ANCHOR � NUMBER OF INTERMEDIATE BRACES NEEDED, BASED VINnIALUMINUM SOFFITBASED ON WIDTH OF SOFFIT. Lli 16. On the roof, attach 5/8" minimum CDX<sheathing staggering the joints with 8d Full -Head $ Ringshank Nails at 6" O.C. on seams and 6" O.C. at intermediate supports: All nailing within 3' of the ridge, hips, and valleys shall be at 4" O.C. See detail for nailing requirements on eaves. Ir7 �I D �T 7� T r ON CA1V CANTILEVERED V Lj 1lL' 1J �PR(J �+�� �+ l IJ IJ- PRECAST LINTEL&ONE COURSE BEAM BLOCK W/ 1 #5 REBAR IN EACH L i t i ° ° a...° .•a a, ° 17. All roof hand -framing shall be blocked and strapped together to form one unit and connected to WINDOW ATTACHMENT SPECIFICATIONS � � � trusses below using a MTS16. The rafters attached to the ridge .board shall be tied together With DOOR AND W1 � --� •� Z either a 2" x 4" collar tie directly below the ridge (w/3 - #12 each end) or a Simpson 'A34'. { MASONRY (NEW CONSTRUCTION) Z 18. All studs shall be #2 construction grade spruce. All hand4raming shall be #2 construction grade WINDOWS -THE 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH Ij„) spruce or Southern Yellow Pine. The CDX sheathing s all have a span rating Of 24/16. All 3/16" DIA, X 3 314" TAPgQN5 AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. THE WINDOWS LM 0/ 2 .headers On bearing Wa115 Shall be (2) 2" X 12". � SHALL BE ATTACHED TO THE BUCKS WITH #10X 1-518" FLAT HEAD SHEET METAL SCREWS IN EACH PRE- -,� MANUFACTURED HOLE. DOUBLE WINDOWS SHALL BE INSTALLED WITH STEEL REINFORCED JOINING MULLIONS. � ;. ""� UJ E 1U) 19. All fastening procedures shall be in accordance with the a Anufacturers recommendations and all BUCK ATTACHMENT OPTION (WINDOWS) -1x BUCKS MAYBE USED ONLYWI 3/16" DIA. TAPCONS @ EACH a components attached to the structure (Doors, Windows, Shutters, Screened Porches, Roofing PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. i`uy' ,_J ° a ° Materials, Etc.), shall be designed and Installed to resist the design wind force. DOORS - THE 2X DOOR. BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 112" SPECIFIED ANCHORS @ 24" I. .I O.C. OR W/3/16 TAPCON ANCHORS @ 16 O.C. THE DOOR JAMBS SHALL BE ATTACHED TO THE BUCKS W12410 WOOD i (2) #5 VERTICAL BARS USE A SIMPSON MTSM16 STRAP WHEN THE SCREWS @ 16" O.C. PER SIDE. ALL SLIDING GLASS DOORS SHALL HAVE ALL PRE -MANUFACTURED HOLES FILLED G „ I ° I IN FILLED COLUMN EMBEDDED STRAP IS MISSED OR FURTHER THAN WITH #10 SCREWS ATTACHING THE FRAME TO THE ROUGH OPENING. 1-112" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" BUCK ATTACHMENT OPTION (DOORS) - 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA, TAPCONS @ 16" O.C. PENETRATING 8 (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY THROUGH THE. DOOR JAMB INTO THE MASONRY WALL 1 1/2" MIN. W 00 I 1 12" X 12" BLOCK COLUMN WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO FLASHING REQUIREMENTS -ALL NEW EXTERIOR OPENINGS SHALL BE IN ACCORDANCE WITH FBCR 703.4"` 111,1 ° I NOTE: IF THE MANUFACTURER: OF THE DOORS AND/OR WINDOWS HAVE MORE RIGID SPECIFICATIONS, 860 LBS OF UPLIFT. FOR HIGHER UPLIFT X I USE THEIR ATTACHMENT PROCEDURES IN LIEU OF THE ABOVE. 11 CONNECTIONS CONSULT THE ENGINEER. 0 ALL FASTENERS SHALL BE 6" FROM THE ENDS AND CORNERS. cc JACK i-y TT n STUD -r -r T a ° I CONNECTIONS O ]� ]- ]� r �j CT TO /1 S FOR ALL TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 1 112"INTO MASONRY WALLS. J L/11 /lJ�l/�i C& {J U 1 V 1 Y 1 V L l 1 1 1 V 1' ** IF THE MASONRY OPENING IS TOO WIDE OR HIGH TO INSTALL THE BUCKS AS DESCRIBED ABOVE, REQUIREMENT I° I 71 �I� C� L, Tl/ T CI P T A L� ]1 THE CONTRACTOR SHALL INSTALL EITHER T' X 8" P.T. OR 2" X 8" P.T TO THE MASONRY OPENING LU ° '[Vl I.J ,/.j l,J. ,( �'.J jJ tj f� fJ AS NECESSARY. FASTEN TO MASONRY WITH 3116" DIA. TAPCONS @ 12" O.C. STAGGERED. FASTEN THE e :i I TRUSS STRAPS BUCK STRIPS TO THE TAPCONED FRAMES WITH 6d RINGSHANK NAILS @ 3" O.C. STAGGERED. - _ THESE TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 2" INTO MASONRY WALLS. m . SPH4 i° ALTERNATE CONNECTIONS I.L.O. J-BOLT: UJ BLOCK WALL a .I LIQUID APPLIED FLASHING MEMBRANE h 2. MIN. (6) 1/2" ASTM F1664, Gr/ 36 (OR BETTER) THREADED ROD _ BETWEEN BLOCK & P.T. BUCK __J LO L6 a I W/ 4-1/2" MIN. EMBED. EPDXY W/ SIMPSON SET-XP EPDXY / r - CEILING BOARD SINGLE 2" X 4" TOP PLATE OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK WINDOW OR DOOR ATTACHED TO BUCK k ATTACHED W11.16d EACH SPH4 SPACED i (2) #5 DOWELS O° ° PER MANUFACTURER'S REQUIREMENTS (/ C0 cc .. , TRUSS ABOVE; IF WALL RUNS "' I 6" 1/2" J-BOLT W/ 5 1/2" EMBED. • - PER SCHEDULE r ° tcs PARALLEL TO TRUSSES W! NO l l K TRUSS ABOVE, INSTALL 2" X 4" • , 7 N .. LSTA18 STRAP SHOWN I BLOCKING BETWEEN TRUSSES , LIQUID APPLIED FLASHING MEMBRANE .1 1/2" DRYWALL ON 2x P.T. SYP #2 NAILER W/ 1 1/4"x2-3/4" �/ <ALF PER SIDE @ 2' O.C.. NAIL BLOCKING W/ (2) O SHALL NOT BE APPLIED STUCCO AREAS LLl coC ) Y - d EACH SIDE OF WALLS 10d NAILS @ EACH END. NAIL TOP. 1�" MIN. i TAPCONS @ 24" O.C. & 4" FROM ENDS @ w ' TPLATE TO BLOCKING. • 1. LIQUID APPLIED FLASHING MEMBRANE SHALL BE APPLIED TO THE MASONRY OPENING & THE �i j"":'; 9 2xa STUD WALL NON BEARING OF OPENING BACK OF EACH BUCK PRIOR TO S TO RELIEVE STUCCO. LTO FOLLOW ALL MANUFACTURER'S INSTAON. DO NOT APPLY FLUID TO LLATIONAREA THAT 2_2"X 12"CE @ HEADER 1s" O.C. FRAMED WALL 4" FROM EDGE REQUIREMENTS SPECIFIC TO THE PRODUCT BEING APPLIED. Q IJ- ` 1 30" MIN. LAP _ - F O BLOCK I � ANCHOR NOT PERMITTED TO BE INSTALLED 2. LIQUID APPLIED FLASHING TO COMPLY WITH AAMA 714-12 OR 15. a 4 I WITHIN 1-1/2" OF HEAD JOINT 3. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS ---- - - , SEE CHART FOR # OF STUDS e ° ° `� 7- / r OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. AND JACKS REQUIRED ° " 1 °•, - - a ° . ° a e f \��\Tj\% �% k T` MIN. (6) 1/2" DIAMETER J-BOLTS USING 2"X2" SQ. WASHERS e e e\_ ° • \` W/ 6-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EACH SIDE 4• SEE DOOR & WINDOW ATTACHMENT SPECIFICATIONS FOR BUCK ATTACHMENT REQUIREMENTS. a. _ • OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE 5. PER I.R. CO. BUILDING DEPT.; A SAMPLE / LEFTOVER TUBE OR CONTAINER IS REQUIRED TO BE m 'THICKENED EDGEf aG" MIN.\��\ ��\\��\ GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING LEFT ON SITE FOR VERIFICATION THAT PRODUCT USED MATCHES SUBMITTED DOCUMENTATION o 'AROUND PERIMETER OF R 4 �j ' //� // `/� /�� /�� SINGLE 2X4 PT ANCHORS @ 24" O.C. MAX. (PRODUCT APPROVAL FORM). U LLLU)PORCHIN/2#56ARS�X� \\�\\/�\\/� /\\/� BOTTOM PLATE W/ E PRODUCTS T C co �� // �/ �/ �/ �/ / ,/ -/ -/ -� CASE HARDENED NAILS NOTE: CONTRACTOR TO VERIFY SOME PR S THAT COMPLY WITH AAMA 714-12 OR 714-15. LU HEADER CONNECTIONS/�/��f�/���/��/�/��/�/ ° FOOi ER'Wf #5 BARS/ @ 18" O.C. BUCK TO CMU ATTACHMENT DUPONT TYVEK FLUID APPLIED WB+ (AAMA 714-15). �!� l ]� % %� % �% rc�Jf @ BEARING WALLS ����� 1' RCl 1 V T PORCH l DETAIL / �/ �\� CONCRETESLAB LOCATIONS PER GARAGE DOOR �OR41FABER BUILDINGS STEMS MOISTOP SEALANT & LIQUID MFLASHING (AAMA 714-15). U MFR.'S WRITTEN SPECIFICATIONS ANCHOR SCHEDULE NOTE; KSM ENGINEERING SPECIFIES FASTENERS THAT SUPPLY UPLIFT, LOAD, & SHEAR REQUIREMENTS. PLEASE CONSULT W/ • PROTECTO WRAP LWM200 (AAMA 714-15). U-1 m KSM ENGINEERING BEFORE SUBSTRUTINGANYSPECIFIEDFASTENERS. NOT ALL FASTENERS LISTED ARE REQUIRED. BOLTS START 8" MAX. PROSOCO R-GUARD FAST FLASH (AAMA 71d-12). O (n UPLIFT PROVIDED FASTENING NOTES 2x)DENOTE6 NUMBER OF FASTENERS REQUIRED ,' BASF MAXFLASH LIQUID FLASHING MEMBRANE (AAMA 714-15). 0 � SIMPSON LISP '` --- ABOVE GARAGE F.F. SPRUCE SY PINE @ASPECIFIC BEARING LOCATION. �� T n D n n MASTER WALL INC. SUPERIORFLASH (AAMA 714-12). � HUS26 1550 GIRDER (14) 16d NAILS / TRUSS (6) 16d NAILS TYPICAL WOOD FRAMED • 0 V L-I RHLi AD GARAGE DOOR �/� ]�� �T ]�� ]�%%� 7� 7 � T �j HETA20 1810 (10)10dX11/2"NAILS /EMBEDDED 4"INTO CONCRETE D7T�+ / /� �'-`ASO�`R1 OPE�`IN FLASHING DETAIL 2x HETA20 2035 SINGLE TRUSS (12) 10d X 1 1/2"/ EMBEDDED 4" INTO CONCRETE ]VON -BEARING WALL SECTION BUCK l� K CONNECTION T ION (F'BC'R j 03' 4) Z 2X HETA20 2500 DOUBLE TRUSS (14) 16d NAILS / EMBEDDED 4" INTO CONCRETE t Q®�N PARAMETERS (A$CE %-10 am�CERTIFICATION N^�IGT 3965 (22) 10d NAIL W/ 6/8" ALL -THREAD ROD EPDXIED 12" MIN. INTO CONCRETE KM -- VGT 4940 (16) 1/4" X 3" SDS SCREWS W/ 5/8" ANCHOR EMBEDDED 12" MIN. INTO CONCRETE PER MY REVIEW THE@ i� E PROPOSED RESIDENCE A) WIND FORCES w H5 265 455 (8) 8d NAILS 1) RISK CATEGORY = CATEGORY II B) CONCRETE COMPRESSIVE STRENGTH =3000 PSI LOCATED AT 76C Ro T6 Ft -PIERCE, ST. LUCIE CO. REVIEW MTS16 860 1000 - (14) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER)' ' V Ult. = 160 MPH C) ROOF LIVELOAD =20 PSF ARE IN CONFORMRNC� T _1 10 :1609 OF HE FLORIDA E °A. HTS20 1245 1450 (24) 10d x 1 vz" NAILS (HALF OF NAILS PER MEMBER] V asd. 124 MPH D) ROOF DEADLOAD =17 PSF BUILDING CO EDITION (20 CODE COMPLIAlf 2 0 5 SPEC - LSTA18 970 1170 (14) 10d NAILS (HALF OF NAILS PER MEMBER) ) WIND EXPOSURE = B E) FLOOR LIVELOAD P4Q PSF BY - ST°,11(IE �'O(� I 3) INTERNAL PRESSURE COEFFICIENT =.18 (ENCLOSED) - MST27 2740 3140 (30)10d x 1 1/2" NAILS (HALF OF NAILS PER MEMBER) G F) MIN. SOIL BEARING CAPACITY (ASSUMED) =2000 PSF SHEET PROJECT 4) COMPONENT/CLADDING PRESSURES (PSF) COMPACT SOILS TO 95% OF THE MODIFIED PROCTOR RONALD G. KI� _7�� �.t�JULIE E. KELLER P.E. #68366 - PHD2 3375 3610 (10) 1/4" X 3" SDS SCREWS W/ 5/8" ALL -THREAD ROD EPDXIED 7" MIN. (2 MEMBER ONLY) AS SHOWN ON PLANS ) NOTE: ENGINEER'S SEAL L11,wTi COLOR OR SMUDGE W! WET FINGER; S 1 191383 SPH4 / SPH6 1065 (10) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) IF NOT, CONTACT EN NEFyTP%V IFY PROJECT AND SEAL ARE AUTHENTIC. MAXIMUM TO TO TO TO HEADER SPAN 6'2' 9'2' 1212' 18'2' # OF JACKS UNDER HEADER 1 2 3 3 # OF FULL LENGTH STUDS AT EACH END OF. HEADER WALL HEIGHT -10, 1 2 2 3 WALL HEIGHT +10' 2 3 3 4 JACKS AND STUDS SHALL BE NAILED TOGETHER WITH 12d COMMON NAILS AT 6' O.C. STAGGERED PRECAST LINTEL TABLE MAXIMUM SYMBOL WIDTH OF ALLOWED MAxIMUN ALLOWED ACTUAL ON PLANS OPENING GRAVITY ACTUAL UPLIFT UPLIFT GRAVITY WINDOWS 75" 3480 1411 1868 390 B 32" 6113 220 3524 147' OC 38" 6113 200 3524 134 D I 750t 3480 611 1868 170 E 38'' 6113 200 3524 147: 5 Ev '�,��}. 8F16-1 B/1 T OF 33" 6113 200 3524 147 f G 38"` 6113 200 3524 147 DOORS 39" 6113 830 3524 556 0 192" 950 220 405 148 Q 75" 3480 820 1868 1550 PORCHES 0 228" 598 320 307 214 0 48" 6113 160 2707 107 LINTEL / SCHEDULE LOAD VALUES BASED ON'CA'',T-CRETF PRE-ENGINEERED LINTEL SCHEDULE WORST CASE LO/•DS AND UPLIFTS SHOWN GENERAL NOTES: 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. S. HEATING IS REQUIRED FOR THIS STRUCTURE. 6. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER, MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. - 7. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. S. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. 9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 10. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 11, A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, AVAPOR RETARDER MUST BE USED. 12. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 13. ACCESSIBILITY DOORS SHALL HAVE A 29 MIN CLEARANCE. 14. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 15. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. 16. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 17. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 18. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 19. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 •2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 318"TO %" PLYWOOD BETWEEN. 20. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. 21. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 22. FRAMED INTERIOR BEARING WALLS. SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 23. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C. 24. ROOF SHEATHING SHALL BE 5/8"CDX AND HAVE A SPAN RATING OF 16124 AND NAILED WITH 10D NAILS RING OR SCREW TYPE NAILS (2 %" X .131") AT 6" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. 25. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1396 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OFSECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557, 26. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, Al 18.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 27. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 28. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 29. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 30. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 31. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 32. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. SPH4 FASTENERS ON TOP AND BOTTOM PLATES @ 32" O.C. DOUBLE TOP PLATE 2X STUDS cd 16" O.C. 11 1 11 1 / 11 1 H I;_ P.T. FRAME BEARING WALL DETAIL 1" x 6" P.T. ATTACHED PTO MASONRY WALL WITH A POWDER ACTUATED FASTENER EMBEDDED A 8" BLOCK MINIMUM OF 1" AT 2' 2" x 4" STU D:� ATTACHED TO 1" x 6" P.T. WITH 10d FRAMING NAILS AT T O.C. INTERIOR FRAME WALL FRAME TO MASONRY CONNECTION ,1„ :;•1 Planning & Development Services Department Building & Regulations Division Product Review Affidavit IOAN MARIUS BRADESCU Building Permit # _ Owners Name Applicant: IOAN MARIUS BRADESCU Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows +30(WORST CASE)-33 +70/-70 VIWINCO INC.' OCEANVIEW IMPACT SH FL#15576.3 IMPACT 010 SCREWS W/11/4"MIN. EMBEDMENT WITHIN B"OF CORNERS&12"O.C. ON HEAD&JAMBS Mullions + 28 / -33 + 108.9 / 108.9 VIWINCO INC. ALUM vERTICALMULL FL# 19281.1 N / A (2) 3/16" X 6'I TAPCONS TOP & BOTTOM Fixed Glass Block Glass Skylights SlidingGlass Doors + 27 / - 29 + 50 / - 50 VIWINCO INC. 620 PD IMPACT FL# 15590.1 IMPACT N12 SCREWS W11114'MIN. EMBEDMENT WITHIN 6' OF CORNERS& 14' O.C. ON HEAD, JAMBS AND SILL Swing Type Doors + 29 / - 31 + 65 / - 65 PLASTPRO IMPACT FIBERGLASS FL# 17184.5 N / A 1W TAPCONS W/11/4"MIN. EMBEDMENT WITHIN 4' OF CORNERS &WO.0, ON HEAD &JAMBS French Doors Garage Doors + 25 / - 27 + 31.3 / 34.9 HAAS DOORS MODEL 2560 FL# 16650.20 N / A JAMBSRACKETS rASTENEDTO BUCKS W N20X ME -CARRIAGE BOLTW/1/4-20 HE%WAQ�R(1 PER BRACKET) D Rr +111rri Carle Protection N / A N/A POLYGLASS POLYSTICKTUMAX FL# 5259.1 N / A SELF ADHEARING TO SHEATHING W/ W MIN. HORIZONTAL LAP &4 M1�, VERTICAL LAP SOFFIT Roof Ventilation + 33 / - 43 + 60 / - 50 MASTIOWOMEEXTERIORS VENTED TRIPLE 4. NOA# 18-0402.02 N / A SEE INCLUDED DETAIL ON SHEEfi''S1' Roofing Material (WORST CASE) 73 - 97.5 QREXEL METALS DMC 10ONS W1 FL# 17678.1 N / A #10.13 PHW SCREWS 0 10.5" O G W/MIN.3/W PENETRATION INTO E@OF SHEATHING Revised 07/22/2014 �i I have reviewed the above components or cladditig and I have approved their use in this str> smt wind loads and forces specified by current code provisions. JULIE E. KELLER P.E. Name: Signature: KSM ENGINEERING TESTING 68366 Design Prof: Cert. No. DatU. TK �� ucts provide adequate resistance to the ;ENS •' P L slue seal J W LIJ J Q IJ LLJ U O Y. m : rd Tn } N Q O Dl to N m w w Z W J U1 QQ Q'U. : K W o /n 10 oCOpow • kit 00 CO Wi It 0 to Z9 C? T T m c o 0) M 00 t004 00 LO � CV to r� cu CC u- LLJ M DO F4 03 00 h- LU Z � I�L7 C; . UU G Planning& Development Services Department e Building & Code Regulations Division IN- 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 ' Certification for Design Load ComplianceW 00 N , Project Name: LOAN MARIUS BRADESCU / 7605 SPEC LLi X Project Address: 7605 ROBERTS ROAD, FT. PIERCE, ST. LUCIE CO. -.Permit #: `.. :.Occupancy Type. Construction Type: W INSTRUCTIONS FOR USE: W. • This certification must be completed, signed, and sealed by the design professional of record. • Submit 2 copies for residential, 3 copies for commercial with all permit applications involving the following: - °"'° U-) i) p O P P pp g g: o New Residences (single or multi -family) o Residential Addition o. Any accessory structure requiring a building permit i" "� O0 o Any non-residential structure. • hha ;= Cp Note. Form not required for interior renovations provided that no exterior structural elements are affected and P- 1`- certain minor building permits at the discretion of the local building official. Contact the # above for questions. C) (0 00 L S co DESIGN PARAMETERS AND ASSUMPTIONS USED. (complete t0 S ( plete all that apply).. CV BUILDING h;. U 1. DESIGN CODE: Florida Code Sixth Edition with ZO Supplements using ASCE 7- h"' '� X i!9 15J 2, Structure Designed as check one. Enclosed Partially E � g ( ) V Enclosed -_Open „e 1 t{7 LO X X W tf? tf3 3, Risk Category: 1. II III IV Exposure Category: B - 1 160 24 4' <C 4. Design Wind Velocity mph End Zone Width: ft +� 15, 5 N/A Li tt i) 5, Mean Roof Height ft Roof Pitch: :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1:+17/-26Zone2:+17/-45Zone3:+17/-67Zone4:+28'/-31.Zone5:+.28`/-38Garage: +25/-27 7. Design Loads: Floor: 40 PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: N/A PSF w Dock: N / A PSF Deck: N / A PSF Stairs: N / A .PSF Fence: , N / A PSF Railings: N / A PSF L) 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: W 9. Is A Continuous Load Path Provided? X Yes -Not Applicable Explain Why Not: LLI 10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes � U)0 DESIGN PROFESSIONAL CERTIFICATION STATEMENT: LC I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to CL G( complywith the applicable structural portions of the building codes currently adopted and enforced by St. Lucie 2 County. I also certify that structural elements depicted on these plans provide adequate resistance to the design Z forces spec( llIllfill�'' Q - � KE ��� JULIE E. KELLER P.E. ENGINEER'S CERTIFICATION ° Print Name Cert#&Co. Cart Auth. 05 PER MY REVIEW THESE PLAN. � i4V,PROPOSED RESIDENCE KSM ENGINEERING &TESTING LOCATED AT 7605 ROBER �� • Ir � X Z �4p' SCE, ST. LUCIE CO. ARE IN CONFORMANCE elf' 60$OF TH F RIDA P.O. BOX 78-1377, SEBASATIAN, FL. 32978-1377 7605 � O ��� r attire d� l BUILDING COD D,EFION (lglp"6 = Company Name & Address - OA\ ORIOP'' % BY R®vrSe'lIn18i•t"RONALD . 068366 SHEET PROJECT# 1/fflNAI P.E. NOTE: ENGINEER'S SEAL SHOO] k �+?"OR SMUDGE W/ WET FINGER; S2 191333 IF NOT, CONTACT ENGIN ` JECT AND SEAL ARE AU I HENTIC. I I I CD 2' 0" Ln 00 C) 0lU 10' 3 1/2" UJ Ow 12- 0" /1\ Ulu' 7' 5 1/4" C', 0 in 1.01 0. ME LO c4si 151 1" Cil CJ3 CJ7 1 B41 B5 �CJ 5 asx4 I steass......J CJ3' I TRUSS END DETAIL PLUPAP (-.1 IT r.AF\ITII 4 1/16" HEEL HEIGHT 1v iij Ju -Lw--- IILU U.1 W. � I I 10 NO 20'011 —E TE Sq K5 ORIll 39@ 0 LUMBER CO.!,LLC 2820 Kirby Chr. NE, Palm Bay, Fl. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 ... Signature of this document acknowed6es that the client has reviewed this truss Placement diagram in its entirety and is in agreement with the following items, including but not limited to: A.) The client is responsible to verify the accuracy of information submitted for use in design, fabrication,andsclieduling. Any labor, material, or time delay incurred from inadequate or incorrect information supplied from the client will beat the client's expense. B.) Design Criteria: The client acknowledge, that the truss design criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineerof record, and local and state building requirements, C.) Fabrication and Delivery: One approved truss placement diagram must be returned to the ouss manufacturer before fabrication and delivery will be sacheduled, It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and clear of material and debris; in lieu of this, trusses will be delivered in the best available location at our driver's discretion, Care and handling of the trusses following dilvery is the responsibilty of the client. 0 D.) installation & Bracing: BCSI 2008 ( Building Component Safety Information)WTCA / TPI T (L guidelines shall be followed when handling, installing, and bracing trusses. Temporary and/or 0- permanent bracing and blocking is pot included in the truss package. Trusses shall be braced to 1— Prevent rotation and provide lateral stability in accordance with the requirements specified In the Z W construction documents forthe building and on the individual truss design drawings. Theoverall stability of the truss system is the responsibility of the building designer. E.) Field Framing: 1.) Tray ceilings and other ceiling transitions may require field framing by others. 2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs may he ova, length'- cut to fit in field Overhangs are 2x4 or 2x6 - no blocking is applied. Corner jacks will be square cut and hip jacks will be double beveled. I.) 'Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably in writing. DO NOT CUTAWTRUSSES before contacting the truss manufacturer with specific$ of the problem. Any field modifications made without an engineered repair drawing will be the responsibility of the client, No back charges or crane charges of any kindwill be accpeed, unless specifically approved in writing by the trues manufacturer's management. G I This 1 russ Placement diagram was not created by an engineer, rather By Tibbetts Lumber Co. LLC staff, and is purely to be used as an installation guide and does not require a sea[. Trussdeisgn analysis are on the Truss Design Drawings which maybe seated by the Truss Design Engineer. Flom Lead; Roof Load; 55# per; 40 TCLL, 10 TOOL, 0 BCLL 5 BCDL Do, 1.00 37# psf; 20 TCLL, 7 TCDL, 0 BCLL 10 BCDL our: 1.25 rt-com6mrnt LL Design checked for 10 psf no on BC. Design checked for 10 par non -concurrent LL on 3C. Mitek Engineering Exposure : B Building Code FBC 2017 Mean Hgt. 15' ASCE 7-10 Bldg. Cat. 11 TPI 1-2014 Importance Factor 1.0 Truss Design C & C Enclosure Enclosed Pill Uplift Calc. MWFRS Entry Exposed to Wind Wind Speed 160 mph US Lanai Exposed to Wind Z ROOF CRITERIA a FLOOR CRITERIA LV5 T.C. Pitch 5 /12 u B.C. Pitch 2.5 /12 Depth ... T.C. Size 2X4 L) Spacing Heel Hgt, 41/16 Bearing 8" Cantilever 16 Vapor barrier between floor & concrete by others Floor trusses held back X4" at exterior walls, Overhang 0 Nock & fill by others. Blocking for vertical load transfer by others. Odd space ROM trusses around plumbing as noted Spacing 24" o.c. � YP. ROOF HANGER: THD26 TYP. FLR. HANGER: THD46 Al THD26 Qty M THD46 Qty B THD26-2 Qty N THD48 Qty 0 C THDH26-2 City 0 THDH48 Qty D THDH26-3 Qty P THDH410 Qty Z 0 E THD28 Qty C.) I R F SKH26 L/R G Install hangers per manufacturers guidelines. All connectors and tie downs other than truss to girder truss are to be specified and supplied by others Approved by: 0 a Desired delivery date: E Approval Date: Reaction Uplift Reaction Uplift Reaction Uplift xx xx 7 xx xx 13 xx xx xx xx 8 xx xx 14 xx xx of 7 xx xx 9 xx xx 15 xx xx xx xx 10 xx xx 16 xx xx xx xx 11 xx xx 17 xx xx LL xx xx 12 xx xx 18 xx xx Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. Client: BRADESCU Z UJ Project 3 BRIM GARAGE RIGHT 0 OB TS 0 JAddres 7605MROBERTS ROAD FTP Date, Intials, Description 5 — - - — -- --- — — — -- Date 5/21/2019 IDesigner : IMB Project # 507388