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HomeMy WebLinkAbout23-6735=11=16 owana E-426-HOU-71111 0 �L� 1191 P%1 P&[o] Ii E to] 11111011A Name: OLGA LARACUENTE Address: 39516 Meadowood Lp ZEPHYRHILLS, FL 33542 Phone: (813) 931-1680 Niiiiam 1 BAR-006735-2023 Issue Date: 09/01/2023 Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Building Valuation: $26,000.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $26,003.00 Total Fees: $255.00 Amount Paid: $255.00 Date Paid: 911/2023 4:05:49PM REII,ISPECTIOr.--�ES-�-�+Tlith-re"ect-*.o P�einspeetkm-f-.e�-,wi-H-conip"th-Florkia-Statute-�. �2&)-the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !i 11111INYWIT IMIRIV 1 1111 111 1 111 ff�* = �- W1111111 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE " PE IT fOFFICE k a #110-111M. CODES AND STANDARDS * STRUCTURAL DESIGN BASED ON THE 7TH EDITION (2020) FLORIDA BUILDING CODE * MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 * BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 * BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES TMS 402 * AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN * NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION * AF&PA WOOD FRAME CONSTRUCTION MANUAL GENERAL * DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER IMMEDIATELY. * ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY. * THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. * IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. * THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. * ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH THE BEST TRADE PRACTICES AND STANDARDS. * ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS. * DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAILS AFFECTING THEIR WORK. * THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. * ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE DRAWINGS - WHICHEVER IS MORE STRINGENT. * ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING REQUIREMENTS. DESIGN * LIVE LOADS FLOOR 40 PSF ATTIC 20 PSF ROOF 20 PSF BALCONY 60 PSF * DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTURAL SYSTEMS. * WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS. WOOD * ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE * ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE -APPROVED BY THE ENGINEER * WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AITC-109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT. * COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOW AIR CIRCULATION. * CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4) MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE - BOARDS: STANDARD OR NO. 3. * EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. * CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED PLYWOOD: PS 1, A-D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED. * FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE U.N.O. WOOD CONNECTORS * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED. * ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN. t * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND, ONE TIME ONLY. * ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED AND STAINLESS STEEL MATERIALS. * A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1). * BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE APPLIED LOAD. * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG. * ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S CATALOG. * BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16 " LARGER THAN THE BOLT DIAMETER (NDS 8.1.2.1) * INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. * NAIL TOOLS WITH HOLE -LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. * JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8 ". STUCCO * STUCCO SHALL BE TWO COAT PER ASTM C 926 OVER ALL MASONRY MINIMUM 1/2 " THICKNESS. * STUCCO SHALL BE THREE COAT PER ASTM C 926 OVER METAL LATHE ATTACHED TO TWO LAYERS OF * VAPOR BARRIER SECURED TO A WOOD SUBSTRATE MINIMUM 7/8 " THICKNESS. * STUCCO SHALL BE INSTALLED PER THE REQUIREMENTS OF ASTM C 1063 * UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS: **CONCRETE MASONRY WALLS R-6 INSULATION **FRAMED WALLS R-13 FIBERGLASS BATT **INTERIOR CEILINGS R-19 FIBERGLASS BATT OR BLOWN **CEILINGS UNDER ATTIC R-38 FIBERGLASS BATT OR BLOWN EXISTING BUILDINGS - 7th EDITION 2020 FBC REPAIRS (CHAPTER 41 * THIS PROJECT HAS SUSTAINED LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE AND THEREFORE DAMAGED ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PRE -DAMAGE CONDITION IN ACCORDANCE WITH SECTION 406.2.1 i FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS ELEMENTS a,b,c Joist to sill or girder, toe nail 3-8d (2-1/2' x 0.113") i" x 6" subfloor or less to each joist, 2-8d (2-1/2" x 0.113") face nail 2" s€abfloorto joist orgirder, blind 2-16d (3-1/2" x 0.135") - and face nail Sole plate to joist or blocking, face 16d (3-1/2" x 0.135") 16" O.C. nail Top or sole plate to stud, end nail 2-16d (3-1/2' x 0.135") Stud to sale plate, toe nail 3-8d or 2-16d (3-1/2" x 0.135") - Double studs, face nail 10d (3"x 0.128") 24" o.c. Double top plates, face nail 10d (3" x 0.128") 24" o.c. Sale plate to joist or blocking at 3 16d (3-1/2" x 0.135") 16" o;e_ braced wall panels Double top pla tes, minimum 24-inch ` offset of end joints, face nail in lapped area 8-16d (3-1/2" x' 0.135") Blocking between joists or rafters to 3-8d (2-1{2" x 0.113") - top plate, toe nail Rim joist to top plate, toenail 8d (2-1/2" x 0,113") 6" o.c. Top plates, laps at corners and 2-IOd (3" x 0.128") - intersections, face nail Built-up header, two pieces with 16d (3-1/2" x0.135") 16" o.c. along each edge 1/2" spa cer Continued header., two pieces 16d (3 1/2" x 0.135") 16" ox, along each edge Ceilingjoists to plate, toe nail 3-8d (2-1/2" x 0,113") - Continuous header to stud, toe nail 4-8d (2-1/2" x 0.113") - Celling joist, laps over partitions, 3-10d (3" x 0.128") face nail Ceiling joist to parallel rafters, face 3-10d (3" x 0.128") nail Rafter to plate, toe nail 2-16d (3-1/2' x 0,135") - 2" brace to each stud and plate, face 2-8d (2-1/2" x 0.113") nail I` x 6"sheathing to each bearing, 2-8d (2-1/2" x 0.113") face nad 1" x 8"sheathing to each bearing, 2-8d (2-1{2" x 0.113") face nail Wider than 1" x 8"sheathing to each 3-8d (2-1{2" x 0.113°} bearing, face nail Built-up corne r studs 10d (3" x 0.128") 24" o.c. Built-up girders and beams, 2-inch Nail each layer as follows 32' o.c. lumber layers 10d (3" x 0.128") at top and bottom and staggered. 2" planks 2-16d (3-1/2" x 0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d (3-1/2" x 0.135") 3-16d (3-1/2" x 0.135") Rafter ties to rafters, face nail 3-8d (2-1/2" x 0.113") - Collar tie to rafter, face nail, ^r 1- 3-10d (3" x 0.12$'°) - 1/4" x 20 gage ridge stra Roof Sheating 8d (2-1/2" x 0.113") 6" O.C. Min. Roof Sheating 8d (2-1/2" x 0,113") 4" O.C. Min. (End Zone) See Wind ' Design 4" O.C. Min. (@ All corners) See wind Roof Sheating 8d (2-1/2" x 0,113") Design Roof Sheating 8d (2-1/2" x DA13") 4" O.C. Min. (@ All Gable ends) for Length of 4'-0" perpendicular to end . SYMBOL DEFINITIONS EARTH -CLEAN COMPACTED I FILL - SEE GENERAL NOTES SECTION CALL FOR REQUIREMENTS. ECTION CALL NUMBER STEEL - SEE GENERAL NOTES 1 FOR REQUIREMENTS AND 1.1 CORROSION PROTECTION. -DRAWING NUMBER REFERENCED ELEVATION CALL WRI r r r; WOOD BEARING WALL - SEE DETAILS FOR REQUIREMENTS. LEVATION CALL NUMBER 1 A 1.1 ' ;,; •; :, . `:=:.°? •; :' :::: STUCCO -SEE GENERAL NOTES FOR REQUIREMENTS - STUCCO FINISH TO RAWING NUMBER MATCH EXISTING OR CHOSEN BY REFERENCED OWNER. DETAIL CALL • CONCRETE -SEE TAIL CALL LETTER °e . .a e° GENERAL NOTES FOR REQUIREMENTS. AREA <RAINING DETAILED CONCRETE MASONRY UNIT WALL CONSTRUCTION - SEE GENERAL NUMBER REFERENCED NOTES FOR REQUIREMENTS AND GROUT SPECIFICATIONS. NOTE: THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS SHOULD BF BROUGHT TO THE DESIGNERS ATTENTION IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES, EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF SLOPE AND OVERHANG, ELECTRICAL AND HVAC REQUIREMENTS. THE REPAIRS OUTLINED WITHIN THESE DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE - EXISTING BUILDINGS - REPAIRS. ALL REPAIR MATERIALS AND COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - THE MORE STRINGENT SHALL APPLY. 22'-0" ± 4'-7" REMOVE & REPLACE 2x4x23" BOTTOM PLATE 1 REMOVE & RESET WINDOW Q or LU X X N w N w r" N REMOV EPLACE � 0 O 2x4x40" BO V OM PLATE W} Patio LU _ 90 , � as � a I r 19 _ o Aluminum Framed as Master Bedroomrn > (Remove & Reset ° ° for Repair Work) L 6'-0" 14'-10" - o V, _ +1 in SCOPE OF WORK 1. REMOVE & REPLACE STUCCO, PLYWOOD & MATERIALS ON WALLS AS INDICATED SEE SHEET S1. 2. REMOVE & REPLACE ALL DRY WALL ,PAINT, FIXTURES, FLOORING & FINISHES IN ALL DAMAGED AREA'S. 3. REMOVE & RESET WINDOW AS INDICATED. 4. REMOVE & RESET ALL ELECTRICAL IN DAMAGED AREA'S TO BE INSTALLED BY A LICENSED ELECTRICIAN. 5. REMOVE & RESET OR REPAIR IN DAMAGED AREA'S PLUMBING TO BE INSTALLED BY A LICENSED PLUMBER. A FLOOR REPAIR PLAN S 1 SCALE: 1/4" = V-0 SHINGLE ROOF - EXISTING ROOF DECKING - EXISTING PRE-ENGINEERED TRUSS SYSTEM - EXISTING 12 MATCH EXISTING _ � DRIP EDGE i ELEV. 8'-0" IRVTOP OF WALL MATCH EXISTING 2x6 FASCIA BOARD •/ OVERHANG MATCH EXISTING VENTED SOFFIT MATCH EXISTING G.C. NOTE: ALL DOOR & WINDOW OPENINGS FLASHING MUST MEET FLOIRDA BUILDING CODE R703.4 STUCCO OVER 2-LAYERS VAPOR BARRIER W/ 6" LAPS ATTACHED TO - }" PLYWOOD WALL SHEATHING ATTACHED W/ 8d COMMONS @ 6" O.C. WEEP SCREED AS RECl D. SLOPE GRADE AWAY FROM FOUNDATION ELEV. MATCH EXISTING TOP OF SLAB \ - SECTION S 1 SCALE: 3/4" = V-0" R38 BLOWN INSULATION GYPSUM WALLBOARD CEILING PAINTED TRUSS TO T/PLATE EXISTING Z" GYPSUM WALLBOARD R13 INSULATION 2x4 WOOD FRAMING @ 16" O.C. WALL CONSTRUCTION 2x4 BOTTOM PLATE (PT) W/ 5/8"0 J-BOLTS EXISTING WOOD BASEBOARD -EXISTING FOUNDATION FINISH FLOORING A _- '' I -I I II .. . 4 • 4 a •''. '•..1� III-. Q., A'-O" 22'-n„ 77'-n„ OVERALL REPAIR PLAN SCALE: 1 /8" = V-0" 0'01) :S FLORIDA StALOING CODI,, NATIONAL ELECTRIC CODE,, AND THE CITY OF ZEpI,yP ORDINANCES -S VIES, d 1 44 2023 ....,.wv:.�.x teisd•..,:an,.. P1.AfV E 0 U � ar a� cl rn M � O (a o 70 `o N u_ 'O 0 '.7 E -2: o z 0 c o � m to �• N , u7 L L0 ry O M m in li _U T U U N00 00 r- CV L0 Cl) L EL J W U__ 0 U) Z J W = i� W<W CL N WW 1- O ZJ0 WQJ 0 O O O Q J Q CW G r L0 M COPYRIGHT @ 2023 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions. Inc. Ai C oLL ♦� ; • ••' ;�2�i o m •��v N N O (5. M N • �l �^ N �W L6 L 1-- p V J L C1; z W I ••• • �J 0 0 N 2 REVISIONS Alis m AU L 3 m A E: L 0- c ° Project Number: rn 23 - 1652 - 999 Check By: J.H. Date: 06 / 02 / 23 m Drawn By: J.A. Date: 06 / 01 / 23 m 3 N Florida Engineering Solutions 12620 Curley St. - Suite 105 San Antonio, FL 33576 Ph: 352-588-5311 www.florida-engineer.com Project Title: Engineer: Project ID': Project Descr,: Printed: 1 JUN 2023, 10:11AM DESCRIPTION: -None-- General Design Values Calculations per ASCE 7-1 C U : Basic Wind Speed per Sect26.5-1 or 2139.0 mph User specified minimum design pressure 10.0 psf Occupancy per Table 1.5-1 I l All Buildings and otherstructures exceptthose listed Exposure Category per 26.7 Exposure C Topographic Factor Kzt per26.8 1.00 "Lambda" is interpolated between height fabtular values. Main Force Resisting System Values Component & Cladding Values MRH': Mean Roof Height 11.0 ft Effective Wind Area of Component & Cladding 10.0 W2 Roof Rise:Run Ratio 4:12 Roof pitch for cladding pressure Gable Roof > 7 to 20 LHD : Least Horizontal Dimension 48.0 ft a=max (0.04* LHD, 3, min(0.10 * LHD, 0.4*MRH)) 4.40 ft Lambda MWFRS: per Figure 26.8-1 1.21 Lambda Componant & Cladding : per Figure 30.4-1 1.21 Design Wind Pressures Horizontal Pressures , Zone: A = 51.32 psf Zone: C = 34.24 psf Zone: B = -13.60 psf Zone: D = -10.00 psf Vertical Pressures . Zone: E = -44.52 psf Zone: G = -31.02 psf Zone: F = -31.02 psf Zone: H = -23.51 psf Overhangs .>, . Zone: Eoh = -62.41 psf Zone: Goh = -48 81 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires thatthe load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf, while assuming ps for Zones E, F, G, and H are equal to 0 psf. Component & Cladding Design Wind Pressures Roof Pressures Pos' ive Negative Zone 1 25.531 -77,694 psf Zone 1' *"* * * psf Zone 2 """ "** psf Zone 2e 25.531 -77.694 psf' Zone 2n 25.531 -113.365 psf Zone 2r 25.531 -113.365 psf Zone 3 *** **" psf Zone 3e 25.531 -113,365 psf Zone 3r 25,531 -134.734 psf Wall Pressures Wall Zone 4: 42.120 -45.593 psf' Wall Zone 5 : 42.120 -56.326 psf Cac Hazards Location Design Wind Pressure = Lambda *!~±zf * Ps30 perEq 30.4-1 Overhang Pressures Negative Zone 1 *** psf Zone 1' """ psf Zone 2 ""* psf Zone 2e ""* psf Zone 2n "** psf Zone 2r ** psf Zone 3 -94.017 psf Zone 3e *** psf Zone 3r' *** psf '** : There is no value in Figure 30.4-1 Tabular Values ASCE 7-16 Select a dataset rc 141'ew cof7tcutz, MR1 10-Year 7 9 r:,pl i t �r f Mira 25-Fear _ - n`1ph MR1 0-Year 103 mph M1 100-ear __ . -.. _... 113 mph Risk Category 1 _ 128 nriph Fisk Category 11 A 1mph Risk Category III "I anp i ENCLOSED BUILDING - ± 0.18" L b L L O 0 FLAT ROOF PLAN ( ANGLE 0 = 00 - 70 ) L b L �A� �A7rAr �Ar I I I I ------------- 3e i © i 3r 3r I © I GABLE ROOF PLAN ( ANGLE 7* < 6 < = 45* ) I L b ILI �A� 3 2e 3 A A < 3 j 2e j 3 HIP ROOF PLAN ( ANGLE 70 < 8 < = 450 ) 0 130 120 120. 150140 "✓A END ZONE WIDTH REF. WIND DESIGN INFORMATION %AnwiM 7/-1A11" IAIA I I vai 1 8 110 120 130 140 150 160 170 180 19 yssf 78 85 93 101 108 116 124 13 139 147 155 For SI-A mite per hour = 9.44 m s;. a., 'd ear interpolation, s permitted- '# r = nominal ddesin vvin.d speed applicable to methods specified in Exceptions 1 through 'of Section` 160 .1.1 r, -1 , = If niate rasi n $ rnd fa-ed tern-thed frarn, Figure 169 3(;1 16,09w3( ). 16 9.3(3) or IF-09-3 4),, r Sponsors AboutATContact Pitch (Rise/ 12) *Roof Angle (Degrees 1 1 4.76 2 9.46 3 14.04 4 18.43 5 22.62 6 26.57 7 30.26 8 33.69 9 36.87 10 39.81 11 42.51 12 45.00 130 140 150 180 803.2.2 Allowable apansw The minimuni thickness and' spats rating for wood structural panel roof sheathing shall not exceed the Values Set forth in Table R8 .... Rafter/Truss Spacing 24 in. or . WIND 115 mph 120 mph 130 mph 140 mph 150 mph 160 mph 170 mph 80 mph Minimum Sheathing g Thickness, inches (Panel Span Rating) Exposure 7116 (24/1 ) 7/16 (2416) 7!16 (2411 ) 7/16 , 16) 10/ 2 (32,116) 10 (40/20) 191 (40,120) 19132 (40120) Minimum Sheathing Thickness, inches (Panel Span Rating) Exposure C 7116 (24116) 7116 (4/16) 132 (:3211u) 19!32 (40120) 19/ 2 (40/20) 19/32 (40g20) 19132 (40120) 23132 (48/ 4) Minimum Sheathing Thickness, inches (Panel. SpanRating) Exposure 0 5/32 (32116) 1ai32 (40�12 i) 1 V32 (40i'20) 19 32 (40L-10) 19t32 (40/20) 19132 (40i20) 23/32 (48124) 23132 (48124) 1609.4.2 Surface roughness categories. A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the site as defined in Section 1609.4.3 from the categories defined below, for the purpose of assigning an exposure category as defined in Section 1609.4.3. • Surface Roughness B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. • Surface Roughness C. Open terrain with scattered obstructions having heights generally less than 30 feet (9144 mm). This category includes flat open country, and grasslands. • Surface Roughness D. Flat, unobstructed areas and water surfaces. This category includes smooth mud flats, salt flats and unbroken ice. 1609.4.3 Exposure categories. An exposure category shall be determined in accordance with the following: • Exposure B. For buildings with a mean roof height of less than or equal to 30 feet (9144 mm), Exposure B shall apply where the ground surface roughness, as defined by Surface Roughness B, prevails in the upwind direction for a distance of at least 1,500 feet (457 m). For buildings with a mean roof height greater than 30 feet (9144 mm), Exposure B shall apply where Surface Roughness B prevails in the upwind direction for a distance of at least 2,600 feet (792 m) or 20 times the height of the building, whichever is greater. • Exposure C. Exposure C shall apply for all cases where Exposure B or D does not apply. • Exposure D. Exposure D shall apply where the ground surface roughness, as defined by Surface Roughness D, prevails in the upwind direction for a distance of at least 5,000 feet (1524 m) or 20 times the height of the building, whichever is greater. Exposure D shall also apply where the ground surface roughness immediately upwind of the site is B or C, and the site is within a distance of 600 feet (183 m) or 20 times the building height, whichever is greater, from an Exposure D condition as defined in the previous sentence. 160 ;170 wellre N E U a� M iT M C o co N o� N LL 'O E c= O Z p :2�� 7 .N , Lo N t o 00 r� < � m O CO L6 fn LL U_ T UU� N00 Q N Ln Cl) a W LL 0 ( / Z J W r CO WQw 0m o- N W�� N_J 0 ZJO WQJ O 0 0 Q � J Q 11.1 T_ LO �//yam/ � ,•V/� � �/ • • r- N pLL 0 �•�� i TT �� �i'n•Z NW �' Q VJ:c) O Q :Z o C 0 •� �U)4•� ///1111%\ REVISIONS A� z3 Project Number: 23 - 1652 - 999 Check By: J.H. Date: 06 / 02 / 23 Drawn By: J.A. Date: 06 / 01 / 23 DRAWING NUMBER S2