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4 r ENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES, BUILDINGS OR STRUCTURES SHALL CONFORM TO 2020 FBC 7th, EDITI❑N BUILDING. AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW C❑NSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10, WHERE AN ADDITI❑N IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE. CREATI❑N OR EXTENSI❑N OF N❑NC❑NF❑RMITY, AN ADDITI❑N SHALL NOT CREATE OR EXTEND ANY N❑NC❑NFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS, ASSUMED S❑IL BEARING CAPACITY TO BE 2000 PSF, S❑IL CAPACITY TO BE VERIFIED BY CONTRACTOR PRI❑R TO C❑NSTRUCTI❑N, INF❑RM ENGINEER OF VARIATI❑NS. F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATI❑N AND DELETERI❑US MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. CONCRETE ; MINIMUM C❑MPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS. ALL CONCRETE SHALL BE 'READY MIXED" AND IN ACCORDANCE WITH A,S.T,M. SPECIFICATI❑N C-94. SLAB ON FILL ; INTERI❑R CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES, ALL SLABS TO BE REINF❑RCED WITH 6X6 10/10 WELDED WIRE MESH, LUMBER G 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED, 2. CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN, 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY, 4. ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED. 5. SIZES ARE N❑MINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70, 6. M❑ISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATI❑N, STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N (AITC) SPECIFICATI❑NS, ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED, TERMITE TREATING ; S❑IL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0' BEYOND THE PERIMETER LINES OF THE BUILDING, ALL STEEL SHALL BE 40 K-SI WITH A MINIMUM CLEAR COVER OF 3' AGAINST S❑IL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR, HEADERS SHALL BE DBL, 2X MEMBERS AND LAMINATED W/1/2' PLYWOOD GLUED W/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16, ❑,C. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R, TO MEET LOADS AS INDICATED. DOORS & WIND❑WS ENGINEERS NOTES; DESIGN LOADS, A. WIND LOADS, PERT 1) RISK CATEGORY 11 - PER (TABLE 1604.5/TABLE 1,5-1) 2) EXP, 'B', PER TABLE 1609.4.5/SECTI❑N 26.7,5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 130 MPH ult 3 SEC GUST 4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 101 MPH asol 3 SEC GUST 5) INTERNAL PRESSURE C❑❑FFICIENT, GCPI = 18 ENCLOSED PER TABLE 26.11.1 6) COMP, & CLADDING PRESSURES PER TABLE R301,2(2), UNLESS SPECIFICALLY LABELED ON PLAN B, LIVE LOADS, PER 1607, INCLUSIVE BUT NOT LIMITED TO: 1) ROOF LIVE LOAD = 20 PSF 2) FLOOR LIVE LOAD = 40 PSF 3) UNINHABITTABLE ATTIC LIVE LOAD = 10 PSF 4) HABITTABLE ATTIC LIVE LOAD = 20 PSF C, DEAD LOADS, PER 1606, INCLUSIVE BUT NOT LIMITED T❑; 1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF 2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF 3) FLOOR DEAD LOAD = 20 PSF APPLICABLE CODES: 7th, EDITI❑N, 2020 FLORIDA BUILDING CODE, BUILDING. PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING DATA SUMMARYG BUILDING USE; RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2, C❑NSTRUCTI❑N TYPE V, UNNOTECTED, UNSPRINKLED Residential Group R-2 occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature. ALL BEDROOMS REQUIRE AN ❑UTSIDE WIND❑W OR DOOR OPERABLE FROM INSIDE WITH❑UT THE USE OF TOOLS AND PR❑VIDING A CLEAR ❑PENING OF NOT LESS THAN 20" WIDTH, 24' IN HEIGHT & 5,7 SQ. FT, IN AREA, THE BOTTOM OF THE ❑PENING SHALL NOT BE MORE THAN 44' OFF THE FLOOR AND NO PART OF THE ❑PERATING MECHANISM SHALL BE PLACED HIGHER THAN 54, A,F,F. WIND❑WS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WIND❑W SILL HEIGHT GREATER THAN 24' OR PR❑VIDE AN FALL PREVENTIVE DEVICE PER R6162. DOORS & WIND❑WS THE ❑PERATING MECHANISM FOR SINGLE HUNG WIND❑WS SHALL BE AT OR NEAR THE SILL, WIND❑WS INDICATED WITH (E) OR EGRESS MUST BE MANUFACTURED TO CONFORM To THE BLDG, CODE W/ RESPECT TO MIN, EMERGENCY EGRESS REQUIREMENTS PER N.F.P,A. 101 CHAPTER 24, ALL GLASS WITHIN 24' OF ANY DOOR, SLIDING GLASS DOOR, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WIND❑WS WITHIN LESS THAN 60' AV❑VE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITI❑NAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308, SINGLE SWING EXTERI❑R DOORS C❑NNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH S❑LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, S❑LID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20 MINUTE FIRE -RATED D❑❑RS, WHERE MASONRY ❑PENINGS REQUIRE WOOD FRAMING, TO FIT WIND❑W OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA, x 3 1/2' TAPC❑N SCREWS, 6- FROM EACH END AND 12' C/C, ADDITI❑NAL FRAMING MEMBERS SHALL BE NAILED To PRI❑R STUD W/ (2) ROWS OF 2d NAILS AT 10' C/C. GYPSUM WALLBOARD PROVIDE -172' NO SAG GYP. BOARD ON ALL CEILINGS, PR❑VIDE 5/8" TYPE 'X' GYP. BP❑ARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NO LESS THAN 1/2' GYP, BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB L❑CATI❑NS, UP TO 8' A,F.F. N❑N-BEARING INTERI❑R PARTITI❑NS ALL INTERI❑R NON BEARING PARTITI❑NS SHALL BE 2X4 SPF 2 16' ❑,C, MAX, SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP. DRYWALL EACH SIDE, FBCR 2020 - COMPONENTS AND CLADDING - EXP. 'B' PER FBCR R301.2 130 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (N❑MINAL) ❑MP❑NENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ, FT, 50 SQ. FT, 100 SQ, FT. 500 SQ. FT. WALL 4� +18.2 PSF / -19.8 PSF +17.4 PSF / -19,0 PSF +16.3 PSF / -17.9 PSF +15.5 PSF / -17.1 PSF +13.6 PSF / -15.1 PSF WALL n +18.2 PSF / -24.4 PSF +17.4 PSF / -22.8 PSF +16.3 PSF / -20,6 PSF +15.5 PSF / -19.0 PSF +13,6 PSF / -15A PSF NOTE, ALL EXTERI❑R DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2020. ALL CONNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. 2020 FBCR TABLE R301,2 COMPONENTS AND CLADDING - EXP, 'B' 130 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ, FT, 20 SQ, FT. 50 SO. FT, 100 SQ. FT, > 20 TO 27 1 2® +13.6/-26.0 PSF +11.7/-26.0 PSF +10.0/-22,1 PSF +10.0/-19.0 PSF > 20 TO 27 OO 3e +13.6/-41,4 PSF +11,7/-36.3 PSF +10.0/-29,5 PSF +10.0/-24.4 PSF > 20 TO 27 ©r +13.6/-49.2 PSF +11.7/-41.4 PSF +10.0/-30.6 PSF +10.0/-30.6 PSF NOTE, ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). I ill 47 ®� \NS E 0 56161311 e r� I. 0��L N°' ROOF PITCH 5 ON:2 OF23° �.0••40 °• r REQUIRED ATTIC VENTILATION REQUIRED ATTIC VENTILATION AREA OF ATTIC 800 AREA OF ATTIC 750 NET FREE VENTILATION AREA REQ'D. 1/300 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 800/300 REQ'D. VENTILATION ATTIC 750/300 2.66 2.5 VENTILATION AREA x SQ. INCHES PER FOOT (144) 384.0 VENTILATION AREA x SQ. INCHES PER FOOT (144) 360.0 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 192 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 192 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 192/115 180/115 TOTAL # OF VENTS REQUIRED 1.67 TOTAL # OF VENTS REQUIRED 1.57 TOTAL # OF VENTS PROVIDED 2 TOTAL # OF VENTS PROVIDED 2 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 192/11.736 180/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 16.36 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 15.34 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) APPOYMPRODUMLW Parent Approval Manufacturer Category Subcategory App/Seq # FmidWM i OwNiiiiiiiiiiiis Model Description FL15220.6 Plastico, Inc. Exterior Doors Swinging Ext. Door Opaque Fiber lass Door Entry Door FL15220.5 Plastico, Inc. Exterior Doors Swinging Ext. Door Assemblies _ Opaque Fiberglass Door Glazed Fiberglass Door FL15279-R5 _ Clopay Building Products Compan Exterior Doors Sectional Ext. Door Assemblies _ FL19715 Silverline Bldg. Products Windows Single -Hung V1 Series/70 Series Vinyl FL6067-R7 Silverline Bldg. Products Windows Mullion Aluminum FL16626-1-R3 Tamko Building Products Roofing Underlayments TW Underlayment FL16305.1-R3 Tamko Building Products Roofing Asphalt Shingles Fiberglass Reinforced FL13192.2 James Hardie Panel Walls Siding HardiePlank FL13223.2 James Hardie Panel Walls Siding HardiePanel FL15272 Alside Panel Walls Soffits Aluminum FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors HETA Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors META Embedded Truss Anchor FL10456.2-R4 Simp_so_n Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP1 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP2 _ FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FL10655.11 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HUSC Beam Hangers FL13904.6 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors MBHA Beam Hangers AREA CALCULATIONS: LIVING AREA GARAGE PORCH TOTAL UNIT #1 1526 SF 293 SF 80 SF 1899 SF UNIT #2 1500 SF 293 SF 148 SF 1941 SF UNIT #3 , 1600 SF 293 SF 160 SF 2053 SF UNIT #4 1500 SF 293 SF 80 SF 1873 SF UNIT #5 1600 SF 293 SF 160 SF 2053 SF UNIT #6 1500 SF 293 SF 148 SF 1941 SF UNIT #7 1600 SF 293 SF 160 SF 2053 SF UNIT #8 1500 SF 293 SF 148 SF 1941 SF UNIT #9 1600 SF 293 SF 80 SF 1973 SF UNIT #10 1500 SF 293 SF 160 SF 1953 SF ALL 9��°ltt �yPr c 1"',,p,t a,�GI SI A N I7 TL Nla A' ' '.AIORK SHALL COMPLY WITH ORDINANt GvrI-A CODESAND STANDARDS FAtI� 3 2� REV/F-W OATS A �'� D Y 'CITY OF . op c� FIRE F'L�t' „w' A� �. E DRAWING PAGE INDEX DWGS. BF-TH-001 SHT. 1 OF 11 - ENGINEERING NOTES SHT. 2 OF 11 - FLOOR PLAN SHT. 3 OF 11 - ELEVATIONS SHT. 4 OF 11 - FOUNDATION PLAN SHT. 5 OF 11 - 2ND. FLOOR FRAMING PLAN SHT. 6 OF 11 - ROOF PLAN SHT. 7 OF 11 - ELECTRICAL PLAN SHT. 8 OF 11 - WALL SECTION & DETAILS SHT. 9 OF 11 - SECTIONS & DETAILS SHT. 10 OF 11 - SECTIONS THRU UNITS SHT. 11 OF 11 - ROOF NAILING & BRACING PROFESSIONAL �S ENGINEER OF RECORD David W. Smith, M.S., RE, FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 2-15-21 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: TOWNHOUSE PLAN ENGINEERING NOTES DWGS, BF-TH-001 SHT.1 OF 11 REV. 0 NOTE 2:2e- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. UNDER ROOF 15,426 SF 2930 SF 1324 SF 19,680 SF