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HomeMy WebLinkAboutManufactured Home Installation SpecsManufactured Home Installation Specifications (Must be completed and submitted with your application) Applicant Permit # Address n Manufacturers Name JACOBSEN Roof Zone Wind Zone 3 No. of Sections 2 Width e26— Length sue_ Year 2021 Serial # TBD Installation Standard Used (check) Manufacturers Manual XX 15C-1 Site Preparation Debris and Organic Removal YES Page # Water Drainage: Natural Swale Pad YES Other Page # Foundation Load bearing soil density 1500 Or assumed 1,000 psf Page # Footing type: Poured in place Portable XX Page # PER MANUEL Mainrail frame block: Size 8X8 Placement o.c. Page # Perimeter blocking: Size 16X16 Number Location PER MANUEL Page # Ridge beam support: Number Size Location Page # Center line blocking: Number Size Location PER MANUEL e # Page Special supports required (fireplace, bay window) Yes No XX Page # Mating of Units: Mating gasket FACTORY Type used FOAM Page # Fasteners: Roof Type GALV Spacing 2411 O.C. Page # Endwall Type 6" LAG Spacing 2411 O.C. Page # Floors Type 6" LAG Spacing 24" O.C. Page # Anchors: Type 6,000 3,150 XX Page # „ Height of Unit (top of foundation to frame): M IN 24 Page # Angle of straps 45 DEGREES Page # Number of frame ties Spacing 5'4 O.C. Page # Number of over -roof ties (if required) Page # Number of sidewall anchors Zone H Zone III XX Page # Number of centerline anchors Number of stabilizers Page # Vents required for underpinning (lsf/150 sf floor area): No. PER MANEL e # Page Prepared by: EDDIE GRUNDEL Date: 6/10/2021 Revised 7/22/2014 OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101'' ' SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5/181 PATENT# 6634150 & OTHER PATENT PENDING REVISE[ By SEpNS WONGER at 6:32 am, 8/3 f(18 REVI ERNE D - By SEAN MONGER at 6:33 am, 801/18 " `t. •` r % �24 STATE OF • 3 _' s w uc/ • • • V rF y"r.. • _A t . � � o' Aug 24, 2016 467 Swan Ave a Hohenwald, TN 39462 * '(800) 284-7437 a www.o(ivertechnologies.com Fax (931) 796-8811 OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V" (Steps 1-14) LONGITUDINAL ONLY: Follow Steps 1-9 LATERAL ONLY: Follow Steps 1-3 and Steps 10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15-18 ENGINEERS STAMP 1. SPECIAL CIRCUMSTANCES: tf the following conditions occur -STOP! Contact Oliver Technologies at 1-800-284-7437: a) Pier height exceeds 48" c) Roof eaves exceed 16" e) Location is within 1500 feet of coast b) length of home exceeds 76'. d) Sidewall height exceed 96" INSTALLATION OF GROUND PAN 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) . 3. Place ground pan (C) directly below chassis I-beam. Press or drive pan firmly into soil until flush or belay soil then install pier per manufacturer's instructions or per Florida Regs. ? SPECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home and should;be loaded as any other pier. It is recommended that after leveling piers, -and one-third inch (1/3") before home is lowered coniptetely on to piers, complete steps 4 through 9 below then remove jacks. , INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM (Modet,110I L"V" ) NOTE: WHEN INSTALLINGTHE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PERFIOORS ECTION IS REQUIRED. SOILTEST PROBE SHOULD BE USEDTO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBETESTREADINGS ARE BETWEEN 276 & 350 A 4 FOOTANCHOR MAYBE USER. USE GROUND ANCHORS WITH DIAGONALTIES AND STABILIZER PLATES EVERY 5'4" . VERTICALTiES ARE ALSO REQUIRED ON HOMES.Sf1PPLIED Wrm VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.). 4. Choose one of the approved longitudinal tube installations; either Diagrarr'A or B.Then select the correct square tube (E) length from the diagram for appropriate pier height at support location or cut and drill'1:5"square tube to achieve appropriate length. PIER HEIGHT 1.25" 1.50" PiER HEIGHT 1.50" (40° Min. - 45° Max.) Tube Length Tube Length g/tb Dro (3b2� hole (40" Min. - 60'•Max,) Tube Length 7 3/4" to 25" 22" 24 3/4" to 321 X' 32" 33" to 41 " 44" 40" to 48" 54" Par"— _ , -I-- 14" to 18" 29' 18" to 25" 28" 24" to 35" 39" 30" to 40" 44" 36"to 48" 54" Diagram A Diagram B 5. install (2) of the 1.50" square tubes (E) into, the.°U" bracket (J), insert carriage bolt and leave nut loose for final adjustment. 6. Place I-beam connector (F) loosely on the bottom flange of the I-beam. 7. (For Diagram A installation) Slide'the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with bolt and nut. (For Diagram B installation) Attach the selected 1.5"tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. 8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. 9. Using standard hand tools tighten all nuts and bolts. (For Diagram A installation only, secure 1.25" and 1 .50" tubes using four(4) 1 /4"-14 x 3/4' self -tapping screws in pre -drilled holes.) INSTALLATION OF LATERAL TELESCOPiNGTRANSVERSE ARM SYSTEM (Model 11o1 T-71 THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELiMINATESTHE NEED FOR STABILIZER PLATES & FRAMETIES. NOTE: THE USE OFTHIS SYSTEM REQUIRES VERTICALTIES SPACED AT 54'. FOUR FOOT (41 GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions. NOTE: Centerline anchors to be sized. according to soil torque condition. Any manufacturer's specifications for sidewail anchor loads in excess of 4,000 lbs. require a T anchor per Florida Code. 11. Select the correct square tube brace (H) length for set-up lateral transverse at support Iocation.The lengths come in either 60" or 72" lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.) 12. Install the 1.50 transverse I "race (H) to the ground pan connector (0) with bolt and nut. 13. Slide 1.2S" transverse brace into the 1.50" brace and attach to adjacent i-beam connector (l ) with bolt and nut. 14. Secure 1.50" transverse arm to 1.25" transverse arm using four (4)1 X-14 x 3/4" self -tapping screws in, pre -drilled holes. Paae , pATFNT* AA341 Sn A OTHFR PATFNT pFNnINC; Revision 08/2311 E 467 Swan Ave • Hohenwaid, TN 38462 o (800) 2844437 • www.Qiivertechnoiogies.com INSTALLATION USiNG CONCRETE RUNNER/ FOOTER Fax (93 U 796-8811 15. A concrete runner, footer or slab may be used in place of the steel ground pan. a) The concrete shall be minimum 2500 psi mix b) A concrete runner may be either longitudinal or transverse, and must be a minimum of 8" deep with a minimum width of 16 inches longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below). c) Footers must have minimum surface area of 441 sq. in. (Le. 21" square), and must be a minimum of W deep. d) If a full slab is used, the depth must be a 4"'minimum. Special inspection of the system bracket installation is not required. Footers must allow for at least 4" from the concrete bolt to the edge of the concrete. NOTE: The bottom of all footings, pads, stabs and runners must be per local jurisdiction. LONGITUDINAL: (Model 1101 LC "V") 16. When using Partin 1101-W-CPCA (wetset) simply install the bracket in runner/footer OR When installing in cured concrete use Part# 101-D-CPCA (dryset).The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3"concrete wedge bolts (Simpson part # S162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locations, then using a 5/8" diameter masonry bit, drill a hole to a minimum depth of 3" Make sure all dust and concrete is blown out of the holes. Place wedge bolts into drille holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Takea hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to hit the top of threads on bolt).The sleeveof conerete wedge bolt needs to be at or below th( top of concrete. Complete by tightening nuts. r ~ LATERAL- (Model 1101 TC "V")' , 17. For wet set (part # 1101-W TACA) installation simply install the anchor bolt into,runherlfootei' For dry set installation (part # 1101-D TACA mark bolt hole locations, then using a 5/8" diam. masonry bit. drill a hole to a minimum'6-i h of 3`. Make sure all dust and concrete is blown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" or Powers'equivalent) into (D) concrete dry transverse connector and into drilled hole. If needed, take a hammer and lightly.driVe,the Wedge. bolts down by hitting the nut (making sure not to hit the top of threads on bolt), then remove the nut The sleeve of concrete wedge bolt needs to beat or below the top of concrete. 18. When using part# 1101 CVW (wetset) or 1101 CVD (dryset), install per.steo'Q— ,& 18. Notes: 1. LENGTH of DOUSE IS THE ACTi1AL BOX SiZE 2. ? — LOCATION OF TRANSVERSE'BRACiNG ONLY 3 91 = LOCATION OF LONGITUDINAL BRACING ONLY 4JC =TRANSVERSE AND:_LONGITUDINALLOCATIONS AL(W10THS AND LENGTHS UP TO 52' ALL WIDTHS AND LENGTHS OVER52'TO 80" HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 systems for home lengths up to 52' and 8 systems for homes over 52' and up.80. PATENT# 6634150 & OTHER PATENT PENDING Pie e Revision 08123/1 E i -Transverse Arm, I -Beam Connector 4 - Pan Transverse H -Transverse Arm Tbp (115'1. Bottom H5'7 E - Ground Pan I -Transverse Artna-Beam Connector 9 Part V I701-0-TACA _ H -Transverse Arfn Part I1101-W-TACA not shown Top (1.25') Bottom'(157 I Cementgbck 1 1I=-Pier Omitted ' [ Omitted 1 1 L�EorClarity ' '--: D-,ConcrefeT�ansvers 11orbarity J y connector 1 C-Concrete5ia6/ 12" 1'y a - L ~ $" May Footer Baits Model # 1101 T "Y" . -. , Model # 1101 TC "Y" Florida approved 4' ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are in excess of 4,000 lbs.These locations require a S' anchor. Per Floridacode. C = GROUND PAN I CONCRETE FOOTER-OR RUNNER t< - D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with. grade 5=1/2" x>2" 1/2" carriage bolt and nut) E = TELESCOPING V BRACE TUBE ASSEMBLY (1..5" TUBE BOTTOM AND 1.25" TUBE INSERT) OR 1 k TUBE P =."V" BRACE I -BEAM CONNECTOR ASSEMBLY H = TELESCOPING TRANSVERSE ARM ASSEMBLY !; r )=TRANSVERSE ARM 1-BEAM CONNECTOR (connects with grade'S-1/2"-.x 27"-1/2"carriage'bolt and nut) J =V PAN BRACKET (connects With grade 5--1/2"x 2" 1/2"carriage bolt and nut) i -Transverse Arm, [-Beam D - Part Transverse Connector / Concrete Transverse Bracket E-'V"BraceTube'(1.5") Model # 1101 "V -Pan V Bracket! Concrete V Bracket s 1 PATENT## 6634150 & OTHER PATENT PENDING Pang 1101 D-CFCA Part (,1101 W-CPCA norshovm Model # 1101 CuV"_ Page _ Revision 08/23/1 E HANDRAI •RIP tl F i� •21' 11•.r a" NONGRCULAR CIRCULAR RECESSED Milmov:4'•8� PmhnMK.>'2i "HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD N09NC, OR FINISH SURFACE OF RAMP SLOPE, SMALL BE NOT lESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. "HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. .HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED M ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE 57RUCTURE "HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETMEER THE WALL AND THE HANDRARS 2 X 2 BALUS MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN GUARD DETAIL 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. g OPENINGS SHALL ..TALLOW 30" GROUND ANCHOR THE PASSAGE OF A 4 DIAMETER SPHERE W/ TIE DOWN STRAP y{a STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) OPENINGS SMALL NOTALLOw (EACH SIDES OF LANDING) TI1E PASSAGE OF A 4 DIAMETER SPHERE 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIWITHST A Sr .CTCONIONLCENTR7. ATED LOASCEAD OF 50 POUNDS IN Digitally signed tmov, �I by Mark V `'RichterIzip_Date:•2020.06.02 ENGINEERING,, INC. 1 8: 't,'IO-04'001 T. 5/4" X 6 BOARD RAIL CAP STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE DO NOT PERMIT THE PASSAGE OF A 4—INCH DIAMETER SPHERE. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/i6 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1 /4 INCHES SHALL E PROVIDED ON STAIRWAYS WITH SOLID RISERS A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. SHALL NOT ALLOW NGE OF A 4" DIAMETER SPHERE - 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE, OPENINGS FOR REQUIRED GUARDS ON THE l SPHERE 4-3/8'rnTO PASS THROUGH. A 3'-0" LANDING HEIGHT e 5 STEPS (MIN.) 4'-0' LANDING HEIGHT - 7 STEPS (MIN.) 5'-0' LANDING HEIGHT - B STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED ir / BALUSTERS BOTTOM (1)#8 CH WODSCREW OR EQUIV. CONCRETE OPTION: T. 2X6 IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. MIN. UNIFORMLY DISTRIBUTED LIVE LOAD - STAIRS - 40 PSF (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. 1/8' GALVANIZED CABLE COIL (7 X 7 OR 7 X 19 CONSTRUCTION) MAYBE USED INSTEAD OF THE 1-1/4" WIDTH TIE —DOWN STRAP NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P T LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MARK V. RICHTER, P.E. USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 05-29-2020 SENYB ENGINEERING, LLC CA LTC. NO: 30244 VOLT -ULTIMATE DESIGN WIND SPEED" 170 MPH VASO.NOM INAL DESIGN WIND SPEED "/32 MPH (TABLE 16093.1) (3m 1d g.,rie) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1.866-86S2D44 W W S s2 i a/JJr T," �E3 fi rn 00Uffi F,Sm .. y Drawing Number. S2 STAIR CONSTRUCTION San1D DpinoNry BOMave 60 W. Ce,-Av. L We .R37aSi © DOWRxRM 2N1 4 VERTICAL VINY'L SKIRTINo Wr-'MeNcr> WIT4 ..Op SNAPS im 710 _rQP BACK mloras ScRrlwrol AND PAmsL CvTs V jjTCb,.P,% -3.9 SECUR" OF %vC#*lrs"-rxoW -r* 'MPe4C.K AND sarrTbr,A Rokjt� wit *,j j-,, CHStREaS ftftOVING 'TOP V-ftAi-r Aj6lo R,c.Lrur Up OM PAPJELJ BoTYo ACK A­rTAC_m4;C) lmtT% 1-40cot GAL,,v*wjtE (IF E61L 15' 0210212018 Page 1 Residential Heat Loss and Heat Gain Calculation 9/13/2019 In accordance with ACCA Manual J Report Prepared By: Central Air Systems Inc. For: Design Conditions: West Palm Beach Indoor: Outdoor: Summer temperature: 70 Summer temperature: 91 Winter temperature: 70 Winter temperature: 45 Relative humidity: 55 Summer grains of moisture: 125 Daily -temperature range: Medium Building Component Sensible Gain (BTUH) Latent Gain, (BTUH) Total Heat Gain (BTUH) Total Heat Loss (BTUH) Duct 1,372 0 1,372 0 Floors 0 0 0 1,813 Walls _ 2,862 0 2,862 2,909 Ceilings 7,833 0 7,833 4,352 People 0 0 0 0 Fireplaces 0 0 0 0 Misc 0 0 0 0' Windows 13,470 0 _ 13,470 4,331 Doors 1,040 0 1,040 1,056 Glassdoors 0 0 0 0 Skylights 0 0 0 0 Infiltration 2,234 4,274 6,508 5,289 Whole House 28,811 4,274 33,085 (3tons) 19,750 HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only, actual oads may vary due to weather and construction differences. Ga ,. UGC SgRVOCE OW RAMA . SERVICE AMPERAG-EJ 0 Amps Sera-ce "JlrFa Type!, cl� y !+�yj 'I nIttx-y� Service £cnaaczor Size 2-Lb PVC, cond, i� �e_.Is3ufrc Sze _ METER � 'y CAiv � 3 ! ♦3 i3t13E?li�3i L f C-:cond Conductor Site HANDRAIL GRIP .SIZE 1,. z. 04"M NONCIRCULAR CIRCULAR (R311,S.6,3 Type I] Perimeter: 4' : 84" 1. 17.. * -24. x 18 I elm RECESSED (R311.5.6.3 Type II] :'perimeter, >64- - *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED. PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE. RISERS. *HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50'PLF APPLIED IN ANY DIRECTION' AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS -THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. GUARD DETAIL Digitally signed by Mark V Oil Richter ou—AO1427E 00 0I66B21D037E 1L2IZ 0000SA05, cn=Mark V Richter ENGINEERING, INC. Date: 2021.04.051235:14-"00' 2ro-7-oss�c REVIEWED FOR CODE COMPLIANCE ST. LUC99IEgg•wwCOUNTY !�000. 2X2BALU MIN. (3) SIMPSON'S SDS 1/4" X 471/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 12'' O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. = 2 ,. �:.Li 4'-0" 5-0" MAX I/ - T. 5/4" X 6 BOARD RAIL CAP STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE . ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE'SMALLEST BY MORE THAN 3/8 INCH. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR -'GRADE DO NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE.' THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE- TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES.OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT"EXCEED THE 'SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE 'OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED W HERE THAN TREAD DEPTH IS A MINIMUM OF 11 INCHES. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. - OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 3'-0" LANDING HEIGHT = 5 STEPS (MIN:) 4'-0" LANDING HEIGHT = 7 STEPS .(MIN.) 2 X 4 TOP & BOTTOM ATTACHED TO 5'-0" LANDING HEIGHT = 8 STEPS (MIN.) TO POSTS WITH (2)#8 WOOD SCREWS ' ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH.' STAIR AND LANDING ILLUMINATION REQUIRED ATTACH BALUSTERS TO TOP &BOTTOM „'4r Z W/ MIN. (1)#8 WOOD SCREW OR EQUIV. a M CONCRETE OPTION: P.T. 2X6 IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND �� PATIO PAVERS (2" THICKNESS) ANCHORS AND TIEDOWN STRAP CAN BE,,Pf TTTED. 0 OR EQUAL THE P.T. 4 X .4 .POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING-SIMPSON'S:_L-BRACKET OR EQUIVALENT. OPENINGS SHALL NOT ALLOW 30" GROUND ANCHOR THE PASSAGE OF A 4" DIAMETER SPHERE W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) OPENINGS SHALL NOT ALLOW.- (EACH SIDES OF LANDING) THE PASSAGE OF A 4" DIAMETER SPHERE NOTES: 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d. NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. MIN. UNIFORMLY DISTRIBUTED LIVE LOAD - STAIRS =. 40• PSF ' (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. GALVANIZED CABLE COIL (7 X 7 OR 7 X 19 CONSTRUCTION) MAYBE USED INSTEAD OF THE 1-1/4" WIDTH TIE -DOWN STRAP NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER -ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MARK V. RICHTER; P.E. #56196 ON'THE DATE AND/OR TIME USING A DIGITAL .SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND. SEALED AND THE SIGNATURE MUST BE VERIFIED BY THIRD PARTY -CERTIFICATE' AUTHORITY ON ANY ELECTRONIC :COPY. (FAC 61 G15-23.004) - 04-02-2021 SENYB ENGINEERING,. LLC CA LIC. NO: 30244 V ULT=ULTIMj T&PESIGN WIND SPEED =160 MPH VASD'=NOMINAL DESIGN WIND SPEED =124 MPH (rABLE 1609i3.1) second gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fait:A-866-865-2044 zoo$ m Eat m sm ECMI . . rOv c z o-- a�W , a� 8 w a i 0! o m n� rmA 16 N m� ma) S co m0 `m > `0 >° _ Evm _ m U m am$ am am m mmmm v J m2 J mm� Q v E m n a mm�m m 0-6 Y` C�q bJ z� LW8 P --4z Z u h 0 U � N W c N 1c) ' U co m mii m FAY E F ai m o z CID _ Ta U m LL m N C m > my a o v ¢. o Drawing Number. S2 STAIR CONSTRUCTION Senyb Engineering Services 50 W. Central Ave. Lake wales, FL 33a53 © COPYRIGHT 2020