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HomeMy WebLinkAboutENGINEERING/ CTORY 1-13EAM i-+.T. 2 X8 WOOD CAP '• "''• 4THICK SOLID CAP BLOCK z 8"X8"X16' CONCRETE ,--MASONRY UNITS ,� ":•: (DRY -STACKED) N —PIR„A" :. A J EXISTING CONCRETE PIER A "VAS34 SLAB (GOOD CONDITION) MAXIMUM EIGTYPE OF OMI SLAB TO TOP OF P.T. 2 X 8 —P.T. 2 X8 WOOD CAP •:'' 8"X8'X16' CONCRETE ASONRY UNITS �•I% (DRY -STACKED) e I E R "B" �t f. ;•J EXISTING CONCRETE SLAB (GOOD CONDITION) LOAD LIMIT (6TH EDITION) & ASCE 7.14 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1600 PSF 8. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DE_ D TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LAT AND ALL OTHER LOADS I' '3 THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE SCANNED BY St Loicis county 37'-0" '-0" 32'-0' —o' 4'—o" O.C. o MAXf MAX T T MAX FACTORY I -BEAM v m v I c00 —0" 5'-7" TYP. A 5'-7" TYP.2'—O"I �w MAX 6'-O" MAX F-+ 6'-0" MAX MAX to 0. MAXI1 0'-6' O fFACTgiY 1-BEAN II— — -----® FACTORY 1-BEAN •~ L6'-0" MAX a I SPACING 0 oz (MATELINE) 5'-2" TYP. -0' S'-2" TYP. A MAX R' W MAX 6'-0" MAX F-+ 6'-0" MAX ffn IN FACTORY I -BEAN .Z G: 0 Z'-014'-O" ( MAX MAX GROUND ANCHOR INSTALLATION A i BRACKET OR EQUAL FA§7ENED TO PERIMETER RAIL W 10 WOOD SCR MIN. 1 PENETRATION TH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL X.% ALL TIE -DOWN STRAPS, ETC., SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRAPPING 109,000 MINIMUM YIELD STRENGTH, .035- MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZ ZINC COATING ASTM STANDARD 123-89A• .6 OUNCES ER SQUARE FOOT PER 5 RFACE, 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER'$ NAME AND ASTM SPEC. D 953-91 , 1 1/4" WIDTH. GROUND ANCHORS SHOULD BE 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. CERTIFIED BY A PROFESSIONAL ARCHITECT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8D00 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-0" O.C. ENGINEER ANDIOR NATIONALLY RECOGNIZ[`11 TE DOUBLE BLOCKED. MAX SPACING LOADDNCAPACITY SHOULD THE MINIMUM LEAST EQUAL TO 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUNALENT AND ALL OMMAIALL ANCHORS ARE 4725 LBS. SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 "V'(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ASS AND BEARING AT ALL CONTACT --POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVER=MINIMUM-4,725.LB�ULTIMATE-CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER-SETUP,-AND'IS`INTENDED FOR-USEAS_A_PERMANENT-FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8' X 8" X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.- 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE, 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION /EMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS,, 11E TO FLOOD AND WIND FORCES AT THE BASE FLOOD. COLUMN LOADS = 2875 LBS. 2Q = 2875 LBS. ,IIIIIIII��', �NCENT n V 0...•..... .��•.�� GEIVSF!�y o. 5 619 6 STATE OF p • : ,\4 . Q • ; • •• FSSF�.QR�••��,� NAL ''�'III II II *-08-2018 FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.9' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATEUNE nEDOWNS-4'—O" O.C. 8"X16" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME J�o T. 2X8 WOOD SHIM z 4" THICK SOLID BLOCK CAP .giCONCRETE EXISTING SLAB 8"X16' CMU BLOCKS O C(GOOD CONDITION)� Y DRY STACKED PIER I SINGLE -STACKED N ;�, ' ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6' SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT -- ANCHOR_HEAD NTH MIN. 5/8- X 3- WEDGE ANCHOR OR EQUAL. MINIMUM 4 EDGE DISTANCE ----- 8"XI6' CMU BLOCKS DRY STACKED PIER < COW K).4 Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) DRAWING INFORMATION ` ME OY ADDRESS: 1080 E BL JE E 57 DESIGNED FOR20 pSF ROOF LIVE LOAD NAME: Lake Wales, FL 33853 CENTRAL ° X 'Y3 Office: 863-589-5980 V— =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M.B.J. g MODEL # U 0 - 0'-' 37' 0" FOUNDA AND A AND 1500 PSF SOIL BEARING CAPACITY Fax: 1-866-865-2044 V^�=NOMINAL DESIGN WIND SPEED = 132 MPH (RISK CATERGORY II BUILDING) HOMES DATE: O6-0e•2018 Website: www.senybengineering.com (TABLE 1609.3.1) /•� PROVIDED BY Email: info@senybengineedng.com MARK V.RICHTER,P.E.#56198 l`v\�' �� SENYBENGINEERINGSERVICES SCALE: 318 S. SCENIC HWY, STE.100 © COPYRIGHT 2015 LAKE WALES; FL 33853 OFFICE: 863-589-5980 SENYB ENGINEERING SERVICES An EnginrcrinA and Ucs pp Company NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 r i HANDRAIL 14 I„ 04 4 31 ® r �x 9V 5" `m I 46 � +� I NONCI.RCUL A'R CIRCULAR RECESSED RL't11111td d- 89" 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. ST 2 X 2 BALUSTER --I. MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2- WOOD SCREWS FOR RIM JOIST TO POST M 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. 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. 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 WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) 4'-0" TYP, 6'-0" MAX T. 2X6 .T. 5/4" X 6 BOARD RAIL CAP EXISTING STRUCTURE / EACH P.T. POST FASTENED TO PERIMETERS ��2 X 6 P.T. LUMBER (SP#1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SOS '-0" MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'—O" LANDING HEIGHT = 7 STEPS (MIN.) 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR READS SHALL NOT ALLOW A SPHERE 4-3/8' TO PASS THROUGH. ATTACH BALUSTERS TOP & W/ MIN. (1)#8 WOODTSCREW ORBOQTUOM FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. GUARDS SHALL BE LOCATED ALONG OPEN —SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. (3) 2 X 12 P.T. STAIR STRINGERS THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. NOTE: CONTRACTOR SHALL BE RESPONSI LE FO 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 -08-2018 - CENT _= v -fie ztio�/�__• - ••, C E NSA;.•• yam- 56196 : 50 = STATE OF = :• •��,. SS/ •••... •.•• \V ON AL E %%% u> w 4• N �a.•8�' � W i3 ��� o co 3 £ U w 0 C Q ssc 9 L T IE Wo z H m 0 � O J mCq ¢ 0 0 w WLIi 0 .6E Oz �jm z OJZw 00 7 co Z z ow ? W mm a 0 O 0 U Q V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH STEP CONSTRUCTION V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 318 S. Scenic Hwy, Ste 100 Office: 863-589-5980 Lake Wales, FL 33853 Fax: 1-866-865-2044 © COPYRIGHT 2D15