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HomeMy WebLinkAbout5812-5846 7th St4 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 LW #2 Lw #5 %o O ,Av BE17M70M#3 D#2 0 4'-5i• I 0 Ilan \ I mn7ii5 I.Z. 11'-5 . 2'-4". , 10'-61r II-- ■� 1 II L x� L� O) II �1r.tvl� 1 1W DIID 2-25 SH EGRESS 14'-6' 25'-0' 1217 GM MRVM #2 0 p'. 5 14' r N r �■ BIN, I I r` ■ r♦ ■ isr � N MA �:1i'L11� '"'W11 r-, ................ _ ;; .�..... mow.: a -+ - Lo 1ax7 = I MDEnWDOM z668 b 2-25 SH EGRESS 125 SH wJL. 4.�. EGRESS �11 1 I I 2W dll b O O ¢I7 MA51ittD/11N MAFifEWDE7W00M 2111 MA9=MVWOM , i WJL. g_0• EGRESS I CD a o 0 0 2-25 SH 2-25 SH • 3 EGRESS 3 EGRESS 6'-6�' 14'4 4'4 -' 4'4 6'-3' 25'-0• 25'-0' 254' 14'4- B 2ND. LEVEL FLOOR PLAN E/e' = 1•-a' 244 1'4 L L 1217 am 12t7 OID W ao 26 1w aD 7'-61r I 7 RV M #2 a MA91 OWWOOM WJL, 2666 l7 0 EGR� I r-4 12i7 DOD 23- ' _0• ME AR Ana o ° o mM.urNis D oN awu 0 0 0� uuna o o r-"DMENINRRE s a�" o 0 SEE XOIESn nxs s EM o PDMIIM PO M o C7 S�E ralF$ ila 5FEE7Pamw xDiE5 PROTEM p xD1Eu w w srNunax ISEDrElw�rwASE tvEwEc a o F[XEiOTM PR01ECiICN THIS SM rnw�ulc-s�wxw wff srrraxem+ P-11 T- rnouxFcrxu;E W srrAwnax ozauc-cam HE srrvumx I�y� DvxuINc-cexAGE ME m'APA1ax DM�UID-GIRAIA is F7x: SfPARA7xIN ��g IGO El 2-69-07-0sMEEJUNADAIDaE-cAxAr rnE1MD-GARM� OMEWNC-YRIGE a4Nxc a UflU6-CARFff QE1NG t FS,GARAGE SI0a1E4TNG a wwI PREa L-�_J 2' �a`PEN L_ �J rlEml axolCUN 2'-If 0' pEIFna axmEn L---- ISEE KU, RIS SIM SEE SEE WES,, M SW -43-SEE NIEC THIS SE 3-0' 5nSJ I T-6• 2'-6' 3'-6' ,gal o 0 0 0 �A0�1 0 0 0 0 —o o �1 0 Elh dL0 0 0 0 0 0 0 �"�1 O O E7 O O 0 '� , , 6'�• 3-0' 3'_D• I I 5'-4' 6'-6` 4 r• 4'-4' 3-6 5'-4' 3'-B' � I I � o O 0 m M m o L] o E� m O El91l7 m 7' m IB L] E7 m I� l7 o O O O m " ' I I -------a --- j-------� ---- PMN Ytdf.1DM-� ---- d-! -----� - -__--_ LI1 0 e 1 i! I 00 1 11 0 0--- 1 F/IrHLVW�OM 1 0 0 FMAIXW�M I ®®------1 I 3-0' 0 6'-0' 3'-5 5-42 I FAMLYWOOM I I i i In" I FAMLYPDOA4 D9J1Y 1 6'-D• I I I 11 DWIY I I I `� I I I DYYY I i� 6'-0• I I 5-°23' 4' 3-5' 10'-? ' 1 6'-0' i i 6'-0' 1 1D'-2 ' 3'-3• 3'-"2' V-6' 1� a i I 1 pTl 1 1 1 m 3-4' 3_ Jr 10'-2` I I i 1 KIICF[1•I I I 3'-e,'. 1 • 3-5' k", am 1U-2 ' Ktfa%N6 10'-4�' L �' i � I I I AExi -•' , I I I 1 I I I AIAI 3-10• 3'-4• 10 2' Axu '"€ I N ❑ SIN � 1 � ' I � � I r>Sm I I Ir-ra� I 'N ( 1 '� u I • ^ fld j M >• 1 I I 1 2068 7%t 1h I 7I al 2068 .•a Tn I �, 1 * - p. to a fos M I >- I I-q 1 a 2066' , 1 I y, yy wV PATH 206 • I a I cg I FULF 61MH I M f -EL � I HALF MH 3 � 4 ' 1; HAU MH Ymm I N I rm WH IJiLIIY WOOM I 1UN EOM I � 1 ItfLFfY _ DN Pi � • I •1 1 AHII �.r ON I in ® ® LD. 11D I'� �, ® ® v Nxl I j ® I ', -•i AHU i 9'ACE Irwd N SP SPACE �SPATE N §' w SPACE SPATE iv e%�r "' SPACE Nm - Q �� w Kt( N O I I m OWN 0o I � I � pfM 00 I I 0 KIfQ'E14 I I ® pIiJEN ! 0 O P-06-4' 3'-' 3'- 1 -1 00 a_ 6'-4' 7-0' GJIQf "5'1° �15° _ 0 I I ""r9° O I _I I _Ej• �]• 1 _ • I., I �NIWY I i "6 6 11 3' 3-42' I m 1 1 .-,� •-.o, .-,.,- .o FMN.YWOOM �` I � � I � FAMLYWOOM � i n6'YJG .�- I �� � o i FAMLYW OM I FAMIYW'JOM I I I -, I i FMN YfOOM I I o o 0 0 0 0 0 0 � E� o 0 0 o I] ly � o 0 0 _ o E� I 3'-4' 3'-4' I I I 6'-3• -2 H 3 6 2-24 SH 1 I 2-24 SH I 2-24 SH 3-6 3-4' 11'-4 6'-3' I �, � I 3'- 3'-4' 7'-4' 6'-3' I � iNtW1' e'-0' 6'-3' I 6'-3' 6'-6• 3'-4' 3'-4' I I Pon , I] El[7 f] l7 - FOW'H l7 o O l7 O f] 0 I7 0 pant7 0 I7 13 0 0 L7 2-24 SH q 2-24 SH 2-24 SH 2-24 SH 2-24 SH -4' S-4' 6'-3' 4'-0' 7- 1D f3) axle w/ 1/Y SPAmEs 6'-3' 6'-0' 3-4' 3 4• 6'-3' 6'-0• 3'-4' 4- 2'- 0' 6'-3'5'- FM 5 3'-4' 54 � I FOJ�N 0167i b PM 10'-0• PAN 7n (� zzlz w/ 1/Y SPACERS ,gD z L � (3) 2x12 w/ 1/f SPAfFAS I 9'-0• 11'-0' 15-0' 7 D' 14'-0' 8-0' 1'-2' 10'-0• 7-0 10'-0• 10'-0' tY-0' 10-0' 20'-0' 214 20'4 2'-0' 24'4 24'4 L 254 L 24_'96• 254 24'-4' 25-# 24'-4�' 25-7� '96 FOWO1 24'-0• 26-0' 25-0' 25-0' 254 26-T 25'-D• 25'-0' 254 254 UNIT #1 UNIT #2 - UNIT #3 UNIT #4 UNIT #5 UNIT #6 UNIT #7 UNIT #8 UNIT #9 UNIT #10 C1 1ST. FLOOR PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-1 & FBC 2020 (7th. EDITION). \\�C}�N 641/i4'ANB ��A S E .v \A0 0! ... @' j. riyt10 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD DATE: 01-12-21 David W. Smith, M.S., P.E. DRAWN BY: L.E.D. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive REVISION: Dade City, Fl. 33525 R01 Ph. 813-469-2289 RO 2 Email: dwsflpeg@gmail.com RO 3 RO 4 DATE: 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 1600 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 UNDER ROOF 15,426 SF 2930 SF 1324 SF 19,680 SF GARAGE NOTES: - INTERIOR GARAGE TO LIVING AREA SHALL BE SOLID GORE 13/8' TK WO0Q OR STEEL OR 13/8• TK, HONEYCOMB CORE STEEL DOOR 20-MINUTES FIRE -RATED PER R3025.1 - A/C DUCTS PENETRATING GARAGE/RESIDENCE WALL SHALL BE MIN. 26 GA. STEEL AND HAVE NO OPENINGS INTO THE GARAGE - CEILING AND WALL BETWEEN GARAGE AND RESIDENCE TO HAVE MIN. 1/2' G.B. (tyyps X)- APPLIED TO THE GARAGE SIDE PER R3OZg,. DRAWING PAGE INDEX DINGS. 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 CONTRACTOR: Plans Larry deMontmollin 90 Country Club Lane ['-ho PROJECT ADDRESS: Townhouses (10) Units 5827 7th. ST. ZEPHYRHILLS, FL. 33542 TOWNHOUSE PLAN FLOOR PLANS DWG, BF-TH-001 SHT. 2 OF 11 REV, p 24s'—O• 24'4 264 25'-0' 26—V 254 25'-0' 25'-0' 25'-0a 25W 254 m I UNIT #1 n'_pr 1'-7j P-t1k W-1� UNIT #2 r-o' UNIT #3 11'4' r-a' UNIT #4 r-o• UNIT #5 UNIT #6 r-or UNIT #7 n'-o' UNIT #8 UNIT #9 UNIT #10 ,x 9E ROOF 12 S s� ' 5 12 �5 12 �5 12 12 �5 H AM kB , =k4 12 5 u �5 I FMH M 12 5 _ J�41zT No -WA N i FFF PFM IT il 11 — u , ROOF ,x I I t I a was 11 1111 1 11 11 5 1 1 ILLIANEf LE MIL LU RaaF , A ROOF I I I III 5 IETAL Ruff EIZILTH 11 111 ILO 11fl111f I -I-L-i-- - - - 23 B -10' 2'-3• s'4 2'-1 at 2r-o' A N 24 —W 21-0' 22'-0' LOT LINES L 94 25—T 94 254 264 25'-0• 94 25—C 26-0• 24'-0• UNIT #10 UNIT #9 UNIT #8 UNIT #7 UNIT #6 UNIT #5 UNIT #4 UNIT #3 UNIT #2 UNIT #1 S IGLE ROOF SBRLE ROOF $w INOF SWE ROOF SK E ROOF SWE ROOF SM ROOF M E ROOF SINGLE ROOF SWE ROOF w.vwsa I SNCCO I '6o I I w,v-ea w.vw SRICCD I war-�u SRICCO I I I I rov-�u +error I SIIIOCO ® I I lI I I I I +ra.mu SIlICCO I I I I I .ear-ao STUCCO .saris +earau I I I I S11RL;0 I i.ar-a. ..ww.s I S= I I I I I .cai.�s S11N�OD I I I I iuv.ma. Leo ST= .ueaes I xyy„as SNDCD I I '810 METAL ROOF SAM '�� � I .ari-ua 'eL'ec ® I naa«as ® I 'bo '60 i SR1CC0 12 5 w.v-e+s SiIICOD Ix �5 --------------- wnr-es FM Lr 7., LEFT END VIEW 1/4• - 1'-0' I .ati-sa I ® .aar-ma I 3o II mo • i I +uetum I I I '8{a I ST= I warat ( i I 'Llo i B REAR ELEVATION .aei-m .ranaa ST= i .r�-ua ® rarba i I 1. I STUCCO I .uar-.w I awua I .�avba I SNCCO� I� 1 'ia I I ,2 5 M ,n 1,0 21/2 12 ______________ 8'4 I wer-ua I SIIR;OD EDF�' I sevvee4P METAL ROOF S UODD 364 1 RIGHT END VIEW 1/4• =1'-0' rv�s I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & MC 20 (7th. EDITION). ��, mmmmammm®•. � �`�°V° ®m�ENS� ®m'• ` ® \ m • w ®, , m �o��••; c,` %'* ®®®'° Ill%%%® PROFESSIONAL ENGINEER SBAL ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmailecom SCALE: 1/8"=V-0" CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC Pans By Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 , TOWNHOUSE PLAN DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 ELEVATIONS DWGS. 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FLOOR EL 0'-0' SECTION 0 INTERIOR CMU WALL 3/s' = 1'-0' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). Al OF •��i r °•• FIOR�� •Ca `o� o °••.....°•• r� s ' O.C. EW. p SECTION 0 INTERIOR BEARING WALLS ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com 6x6 PT POST WRAPPED IN HARD] -PLANK 1 � (1) 15 CON'T. _ SLOPE ®1/4-PER FT. d =I (3) 15'S. E.W. SECTION 0 PORCH POSTS SCALE:1/8"=V-0" DATE: 01-12-21 DRAWN BY: L.B.D. REVISION: R01 RO 2 DATE: A FOUNDATION PLAN R EL O'-O' Rf #5 CON'T. SECTION 0 EXTERIOR WALLS A 3�. = 11-0• (11 SE11101 0 GARAGE WALLS CON'T. F 3/B' = 1'-SECTION 0 INTERIOR BEARING WALL 0' CONTRACTOR: VERT. #5 BEARING WALL GAGE RESIDENCE FLOOR EL 0'-0' • SECTION 0 INTERIOR GARAGE WALL v 3/s' =1-0. BUTTERFIELD INVESTMENTS, LLC Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 12' O.C. PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 TOWNHOUSE PLAN FOUNDATION PLAN DWGS. BF-TP-001 SHT, 4 OF 11 REV. 0 • oil I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO IN COMPLIANCE WITH ASCB 7-16, �020 th. BDITIO ®'®� `�••'°�NSE •°°°°T�o a �1 2ND. LEVEL FLOOR FRAMING - UNITS 1 THRU 5 ENGINEER OF RECORD David W. Smith,, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive �1 2ND. LEVEL FLOOR FRAMING - UNITS 6 THRU 10 SCALE:1/8"=V-0" DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: DATE: I C OF LOT LINE SECTION 0 END (EXTERIOR) le FLOG 0 24' 0.1 SECTION 0 LOT CENTERLINE (EXTERIOR) GD3/4' = 1'—O' 18' FL00 0 24' 0. 1 SECTION ® LOT CENTERLINE (INTERIOR) U I 3/4• = P—O' I TRUS ES 24' D.C. USE WHEN NO STAIRCASE IS LOCATED ON THE INTERIOR WALL CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC Plans By: 18' FLOC 0 24' 0. n61 SECTION 0 END (EXTERIOR) 3/4' = 1'-0' 8' SECTION 0 STAIR WELL = 1'—O' USE WHEN NO STAIRCASE IS LOCATED ON THE INTERIOR WALL SEE ELEVATIONS FOR EXT. FINISH •. � :� •u III:: r Z 'N orro :� 11T DRYWALL 1it Rn- III DRYWALL 'I "1 ,z) SECTION 0 FRONT & REAR (EXTERIOR) /1J 3/4' =1--0' TYPICAL 0 EXTERIOR, WITH NO STAIRWELL OPP. HAND 0 FRONT ELEV. PROVIDE MIN. 1/Y FIRE RATED SHEATHING AT ROOF FOR 4' EITHER SIDE OF ASSEMBLY TRUSS FOR 37 WDTH TRUSS FOR 9 MOTH UL 338 2 HP FIREWALL IN AMC SPACE (2) LAYERS OF 1/2' TYPE X DRYWALL FPROMDE BOTH SIDES OF CON'T. PRE-ENA TRUSS WEBBING FOR NAILING i I-- 2 ND. LEVEL WALLS 0 LOT CENTERLINE 0SECTION 0 LOT CENTERLINE (INTERIOR) 3/4' - 1'-0' r-i-'\ BOLTING DETAIL I 3/r VV-O' PROTECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 HOUSE PLAN Y PL WASHERS Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com M :'11111 Roy Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 2ND. FLOOR FRAMING PLANS DWGS. BF-TH-001 SHT. 5 OF 11 REV. 0 iQ SIMPSON META20 ® SIMPSON HETA20 ® SIMPSON MGT aQ SIMPSON HUS 26 © SIMPSON HGUS 26-2 © SIMPSON Hi QQ SEE GABLE END DETAIL SIMPSON LSfAl2 VERIFY ROOF PLAN WITH TRUSS MANUF. DRAWINGS AND CALCUTATIONS. SIMPSON CONNECTOR TABLE REM NO. I CAT. NO. NO. LF FABTE,ERB UPLIFT LOAD REMARKS O META* 12-1" xI-V1 14W • BEE DETAIL 0 2A" STA16 12-1" x1-1/2 14W • EAC 4 O i-w 6-bd x 14, am • WE DETAIL 0 "n 4s • 41b 0 MTSW IV-wd x IIV 998 O "514A 3.12-IUS 1640d EACH NIM • 43W ri WIRVER TO GIRDER CCNJECTORB TO ISE SELECTED ISY TRUBB DEGMER I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). b tat®�N SUM%�� ®��•"•�NSE ••% ®® Q • N . • F PRO41CIE WIN. AT ROOF FOR UL-263 D.C. MIN. 1/2" FIRE RATED SHEATHING UL-338 I I 11 2 HR FIRE WALL IN ATTIC SPACE (2) LAYERS OF 5/8' TYPE SIP GYM ON BOTH SIDES OF CONTINUOUS PRE -Dr. 2z TRUSS W/ WEBBING AS NAILER n \ SECTION FOR 2 HOUR FIRE _WALL IN ATTIC UNIT #3 TYPICAL INSIDE CORNER SECTION 11a 11 SCALE:I" =1'-m" ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com UNIT #4 1 UNIT #5 1 UNIT #6 �n Z Ile= I' 0' ROOF PLAN /1 PRELIMINARY ROOF PLAN FOLLOW TRUSS SUBCONTRACTOR PLANS TYPICAL OUTSIDE CORNER SE CT 1 Oil 111011 5 X11 5 AidING; ON COL1,1 IN DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 M 1Y, ANCHOR COiRN iR ID E T,41 SCALE: N.T.S Roof -to -Wall Uplift Connections per Table R908.8.1 Greater than 6' from bldg. corner 140 Vuilt Span = 32'-0" 40' =-559.12 +-13.93x 8.66=-120.63 =-679.75 Roof -to -Wall Uplift Connections per Table R908.8.1 Within 6' from bldg. corner 140 Vult Span = 32'-0" 40' =-837.18 +-20.93x 8.666=-181.25 =-1018.43 UNIT #7 PF RO TOP PLATE NOTES INFORMATION PRESENTED IN THIS LAYOUT IS ONLY TO CONVEY THE DESIGNER'S INTENT. FINAL FLOOR AN ROOF FRAMING PLANS (INCLUDING PERMANENT SUPPORTS) MUST 6E ENGINEEIRED 5Y THE TRUSS SUPPLIER UNIT #8 r 11 -,11 11 CONNECTOR �410 S 1t-1fSON COIN CTOfi , NTS CONTRACTOR: UNIT #9 BUITERFIELD INVESTMENTS, LLC Plans By: Larry IeMontnollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 UNIT #10 PROPOSEr ROOF TRUE :TA WITH TSS 1*-'1ETA1(q 511*-IfSON CONK CTOfR NTS PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 TOWNHOUSE PLAN �� DWGS. BF-TH-001 SHT. 6 OF 11 REV. 0 . .. M BEDROOM EMERGENCY EGRESS SHALL BE DIRECTLY TO OUTSIDE EGRESS WINDOWS SHALL BE SIZED, LOCATED AND INSTALLED PER FBC 2020, 7th. EDITION. ALL BEDROOM ELECTRICAL OUTLETS MUST BE ARC —FAULT ARC FAULT PROTECTED OUTLETS SHALL BE INSTALLED PER NEC 210.12(B). GH PROTECTED CIRCUITS SHALL BE INSTALLED IN GARAGE ADDITIONS, BATHROOMS & KITCHENS, LAUNDRY ROOMS AND OUTSIDE RECEPTACLES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7tb. EDITION). S �s e••emeee•e( ®•\DENSE �Qe �3 • 0 1 � ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com SCALE:1/8"=1'-0" DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: R01 RO 2 I"III? DATE: DB2ND. LEVEL FLOOR ELECTRICAL PLAN Vr - r-o' 1ST. FLOOR ELECTRICAL PLAN h 7/s' - r-o' ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES. 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STD. 10 AND AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPR VED EQUAL. 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. 8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CURCUIT INTERRUPTER) PROTECTED CIRCUIT. WTER CAN BY ZOO AMP MAIN BREAKER 40 CFXW SURFACE MWNT R i 0 XTH 3-4/0 THw AK. µ Ku. GRWM >M COLD SUER UNE 5/rXIrW&M LIE (PA= (A ATTACH M F007ER REBAR) (BACK m BACK MUM/WSET A 200 AMP ELECTRICAL RISER N.T.S. CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 UNIT #10 PROJECT ADDRESS: 5827 Ah. ST. ZEPHYRHILLS, FL. 33542 TOWNHOUSE PLAN ELECTRICAL PLANS DWGS. BF-TH-001 SHT. 7 OF 11 REV. 0 PROFESSIONAL ENGINEER SEAL al TABLE R803.2.2 MIN. ROOF SHEATHING THICKNESS RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 m h 150 m h 160 m h MIN. SHEATHING THK., INCHES (PANEL SPAN RATING) EXP. B 7/16 (24/16) 15 32 (32/16) 19/32 (40/20) TABLE R803.3.1 ROOF SHEATHING ATTACHMENT RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 mph 150 mph _ 1160 mph E f I E I F I E I F EXP. B RAFTER USS SG = 0.42 1 6 16 1 6 6 4 14 RAFTER/TRUSS SG = 0.49 1 6 16 16 16 16 16 FOR 15/32' SHEATHING THK. OR LESS FASTEN W/ ASTM F-1667 RSRS-01 (2 13/8" x 0.113" RING SHANK NAILS r r '1;'::� 11 5 IR m000 t' s o0■ t ■■ ■ 1'� ill Slt'.S WAWA Mfn vJ■ 7i_:.:i■ 0.1-10 7■ _A III ■1 S I�f! i�l�[Ya 5 ■II.7[5 ■■ ;■ 1 �I ]f:! ➢['�1;>Jf+a��■ 'u ■iY'`i■ ■■ T7 �i_ � au 2' X S' RIDCxE 112 TYP. PRE—ENGINEERED TRUSS 9 2'-0' O.C. (TYP. 30 YR. DIMENSIONAL SHINGLES ON LINE OF LOAD PATH ON 7KA T96KNESS PER R803.2.2 12 FASTEN SHEATHING PER R803.23.1 5 UNDERLAYMENT PER R905.1.1.1 SIMPSON HETA20 EACH TRUSS CONT. ALUI DRIP STRIP Ir1111111110if;1111 12" MAX. ® FRONT OF BUILDING 1/2' COX AND SIDING PER ELEVATION EXTEND TO BOTTOM OF BAND BEAM (ALIGN WALL TO MATCH FURRING FOR SIDING ON MASONRY BELOW) INSTALL SIDING PER MANUF. INSTRUCTIONS ih Z CONNECT LEDGERS TO MASONRY 0 12" O.C. STAGGERED W/ (2) J—BOLTS (1/2'xB') SEE DETAIL 5 :7 DBL. 8" X 8" KNOCK —OUT BLOCK W/ #5 CONTINUOUS REBAR NOTE POURED UNTELS WILL BE 3000 psi CONC. NOTE: SEE ELEVATIONS FOR VEXTERIOR FINISH REUD. PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R703.6.2 MIN. THK. = 1/2" EACH PLASTER COAT MUST BE KEPT MOIST FOR A MINIMUM OF 48 HOURS PRIOR TO APPLYING SUBSEQUENT COATS PER / R703.6.4 TWO —COAT CEMENT PLASTER APPLICATIONS: 7—DAY WAIT TIME BEFORE APPLYING FINISH COAT THREE —COAT CEMENT PLASTER APPLICATIONS: 48 HOURS WAIT TIME BEFORE APPLYING FINISH CC PER R703.6.5 FlL) SOLID W CONC. N I I 4 R— 30 INSULATION 112' CEILING BOARD 8' X 8 PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS 3 4' STRUDI—BOARD LUED & NAILED 1 ::::-4 — (2) 2x12 LEDGER BOARDS PRE—ENGINEERED FLOOR TRUSS INECT EACH PRE—ENG'R. FLOOR TRUSS 4' O.C. TO PERIMETER PARALLAMS W/ PSON HHUS-410 HANGERS —8" X 8' PRECAST CONC. UNTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL 0 WINDOW (TYP.) MARBLE SILL 0 �— ORANGE PEEL OR KNOCK —DOWN 1 w ONE COAT OF PAINT ON INTERIOR WALLS ,--8' CONC. BLOCK WALL RUNNING BOND INSTALLATION --1/2' GYP. WALL BOARD ON 3%4' TOFF RRINSULATTIION W/ BOARD — R-5.0 4' CONC. SLAB 2500 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER O I . AND COMPACTED SOIL STANDARD 90' BEND (3) 15 CONTINUOUS FOOTER REBAR CHAIR IN FOOTING 2411 3' CLEAR. TYPICAL WALL SECTION 3/4" = 1'-0" 1 CTA 1Q CA =A=r== 2' X 6' RAFTERS +'2 SYP # W/12d. EA. END i 2" X 4' BLOCKING W/12d. EA. END -� TO TRUSS uAL1__. 'I' CONVENTIONAL IRA1 1Nr_:-; SCALE - NTS. 6x6 10/10 W.W.M. d- I 6 MIL VAPOR BARRIER-/ CLEAN, POISONED AND COMPACTED STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE 2" 16" 01 40 2x6 STUD WALL, TYPICAL @ EXTERIOR GRADE (2) #5 CONTINUOUS n, U ENTRY PORCH STEM WALL FOOTING 3/4" = 1'-0" — EXT. SIDING PER FRONT ELEVATION INSTALL SIDING PER MANUF. INSTRUCTIONS FLASHING 2x LEDGER 12 2 1/2 / (2) 2x12 PT W/ 1/2" SPACER SIMPLEX BEAM HGR. MBHA 3.5x11.88 SIMPLEX BEAM HGR. HUSC412TF —� ona�o���� 0000EZ 'nyAl MEN orv®OMB o�oaoo 16 mac--mr salsa= mu■a z wr-� 's•%"cemoElrm>tiiue[r-rra 3 �r 6x6 PT POST PRE—ENG'R. TRUSS (2) 2x12 PT W/ 1/2" SPACER SIMPLEX POST CAP BC46 SIMPLEX POST ANCHOR ABA66 o a A GRADE I I 'q I I I I I .a I . .8. •�• do- �...�„�: a N a 30»x 30" (3) #5's E. W. TYPICAL SECTION @ PORCH 1/2" = 1'-0" 12 SHINCsLE ROOF (TYP.) TRUSSES ROTATED FOR CLARITY N PRE-ENGINEERED WOOD TRUSSES 24' O.C. (TYP.) META16 ANCHOR EA. TRUSS 1�z " CxYP. BD. CLG. (TYP.) - P-� — '\_: VENTED ALUMN. EL. i1-O' 1/2' GYP. BOARD ON P.T. FURR. 16 " O.C. O.H. DOOR 1 6 4' GONG. SLAB NEW APRON SLOPE 1/0" / Ft. DRIVEWAY' FF.E. -0'-4° a X X_ X X X a X x x \\777 \\41\ 12 40 CONC. 12' FTG. W/ 2 - *S CONT. (TYP.) D3/41) TYPICAL WALL SECTION @ GARAGE— 1 —0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSB NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 01-12-21 DRAWN BY: L.B.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIBLD INVESTMBNTS, LLC TOWNHOUSE PLAN WALL SECTIONS DWGS. BF-TH-001 SHT. 8 OF 11 REV. 0 CEILING AND WALL BETWEEN GARAGE AND RESIDENCE TO PAVE MIN. 1/2' C.B. (type X)- APPLIED TO TPE GARAGE SIDE PER R302.6 -- SIMPSON SP 2 H6 SIMPSON (TYP AT EACH STUD) DOUBLE HEADER (SEE HEADER TABLE FOR SIZE) ATTACHED TOGETHER USING DOUBLE ROA OF 10d COMMON NAILS AT 6" O.C. TYPICAL OPENING FRAMING (LOAD BEAR11'1G WALL) NTS JACK STUDS EACH SIDE. SEE HEADER TABLE FOR NUMBER OF JACKS) IMPSON HDU5 P.T. BOT. PLATE BOLT (5/8) 7-0 11 TRUSS BOTTOM CORD OR 2 X 4 BLOCKING W/2 16ci NAILED EA. END. 1/2, CD. rsB: (TEXTURE FIN.) SIMPSON STC W/3 - Sd COMMON NAILS 12' 2x4 PT. PLATE 1/2" GYP. BD. EA. SIDE 4 2x4 STUDS 4s 16' O.C. (DOUBLE STUDS AT OPENINGS 4 CORNERS) 2x4 BLOCKING FIRE STOP 2x4 PT. PLATE W/ 1/411- D IA. 3' L. TAPCON OR EQ. AB.a 32' O.G. FLOOR SLAB Z Q n Ld W M T'*�i='IGAL INTEfR10iR PARTITION SCALE: 1'=1'-0' (LOAD BEARING WALL) (12) T. @ 10" = 10'-0" 3>_92„ 3'-6" I - I FIN. FL. EL. 10'-8 3/4" , 16" T' S. C� 24 O.C. 2 )16x1 3/ "4" PARALLAM'S; ' 16" FT'S. @ 24" O.C. ; (2) 16"x1 3/4" PARALLAM'S HANDRAIL ' ; I PER SEC. R311.7 , = ` °° I I ; � o , i I N II , Lq I I L U BEARING WALL 1 II I N I I (3) 2x12 STRINGERS 5'-4" 1, 10'-01' I I 15-24" I. 3'-911) L 13'-01" 32'-0" TYPICAL WALL SECTION THRU STAIRS FASTENERS & UPLIFT LATERAL LOADS 133 & 160 HETA MODEL NUMBER I H 1 PLY TRUSS DOUG-FIR-LARCH /SO. PINE UPLIFT SPRUCE -PINE /FIR UPLIFT 2 OR 3 PLY TRUSS DOUG-FIR-LARCH /SO. PINE UPLIFT SPRUCE -PINE /FIR UPLIFT DOUG-FIR-LARCH /SO. PINE SPRUCE -PINE /FIR HHETA 133 160 133 160 133 160 133 160 F1 F2 F1 F2 HETA20 16 10-10dX112 1240 1490 1065 1280 10-16d 1825 1890 1575 1890 335 730 270 625 = 12-101 1/2 1490 1785 1280 1535 12-16d 1890 1890 1890 1890 335 730 270 625, 14-1001 1/2 1735 1890 1495 1790 12-16d 1890 1890 1890 1890 335 730 270 625 16-10012 1890 1 1890 1705 1890 12-16d 1890 1890 1890 1 1890 335 1 730 270 625 HHETA20 116 17-101 1L2j 2130 1 2130 1860 2230 15-16d 2310 2310 2310 1 2310 335 1 730 270 625 TRUSS ANCHORS N.T.S. TS SIRAPS L F (t 60) TS9 1512 tP 11 5/6 Y led 18d �14jIN 530 865 930 102 F3//8' Ild 1215 8E MjQ41Y FAS8NQIS & UMLATERAL LOADS (133 h 160) y H 1-PLY lAUSS F1Y 1M15; �'IFT IPIJfT Pt 9i81C AYE FR on) 1 (10) (I.V (180) (14 (160) F, Ft F, Fx NETAX 1 12100-1 5M 1290 = 10164 1500 15DD 128D 15DO 335 0 270 545 A18 14 14 00-1 2 15M ISM 1495 1500 10 IN 15DO 1500 1495 15M 335 635 270 545 YETA20 16 1410d10-1 1500 IND 1500 1500 1015d 1500 15M 1500 5M 335 635 270 545 18 4 -1 ND 1 15M 101 1500 1500 50O 635 270 56 IETA24 2D 410m0-1 15DD 1 ISM 150D 10IN 15DO 1500 1500 1500 35 635 210 545 YiTA40 36 1410dK1-1 I500 1500 1500 15M 1016d 1 1500 1500 1500 HM6 12 1110d10-1 1365 1635 '175 1410 11 IN 1890 1890 1730 1890 335 730 270 625 fEfA20 16 1010011-1 loran-1/i 14 1000-1/2' 1240 1490 1735 1890 t7&5 1.0 1890 1065 1z6D 1405 1705 1�0 1535 1790 1.0 d 1112 d ledd 1 189D 1890 1890 SO 1890 1890 100 1575 INN 1890 logo 1890 1e90 1890 logo 335 335 38 38 730 73D 730 730 270 2ro 270 270 0 625 6251810d10-1/2' 825 IEFA24 20 161001-1 1890 189D 1705 1890 1216d 1090 logo 189D 189D 335 73D 270 625 fEfA4D 36 (8)100-1/Y NO 00 VA 1025 (8) IN 146D 1755 1280 1510 -- -- -- -- I.) 4 EYOED" N (WL) 2.1R E HNFACIlfiR'S 99 DRA74R0 SU MJT0S SDPOKIR TRESS 1A0 UK& '01 0 �� , +� \-• �t -- r , �'i II/ ©II,1I��.�III III�I"1w.i llll� �IIW �IIIIIIII\VLiIIIIIII�IIIIiWi {RI,'��.l��—IIIIII� ;TI�`1l41�'®®Ills"JIIII'�®IliLi�i'�.Il'u�"�IIII<' :II JII IIIa,�III��IIJ I�IlI1,�Illli�l� ©o��e®oomm®oommo �11 , • u �� 000�� ©III���IIIIIII�IIIII��YI�I���!.III�II�I�IIIIIII� ,O�1�-m0��00��m0 :,��I II��©II�IIIII� �m Id I1 IIIIIIII��I�®I��IIIIIII�II:W II�©®IIIIIII� � .� om���0000me000me ®IIYiI�YWW-4�IYI�iIII�IIII•� :{'1 :{'I IIiJ�Illllll�®®II"'�II�IIIIII� 0®0ME3M0E3E3 0 � ., � IR ®II��LWiY�(L��W1W—I. '��'1}!1��ll 'll I�I�IIIIIII�III��lJ IIIIIIIII�IIII�•..Wiy.'��I{�iL� EMMOIII i �IIW�1I'.,�■�'ilY�.iflii I 1.11 II�IIII�IWI'I`,....,,.yi,yd�''1�11'��II�IIIIIII�II�II�wy,�JlI�I�IIIIIII� y"IIw�'11111111211111111 �IIW��I� I 1II 111111111�11IIWwiI��II�I�I�■IIIIIII�mII�II�mIIIIIII� �II�' SV4`.itlL� I IIt ����IIII��I�iiLJI�I�IIIIIIYIIIIIII� 'I®'�'■111�' II�III�IIIIIIIII� �11�' � I1 IV�L":1�14�1:(�I�I�I�I�I�IIIIIIr II�IIIIIII�IIII�llllll� 1 SEISMIC &c HURRICANE TIES 11U Co I 10'-0" TYPICAL PLAN @ STAIRS 1 /4" = 1'-0" TYPICAL WALL SECTION THRU STAIRS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). • s Z NO.53608 -, STAT OF 0 090»° \; 4®�s � d a ►oe\��� C� - �' q PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith, M.S., P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com Plans By: N Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 DATE: PROTECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC TOWNHOUSE PLAN SECTIONS & DETAILS 3/41' = 1'-0" 3/41' = 1'-0" DWGS. BF-TH-001 SHTO 9 OF 11 REV. 0 I it SECTION THRU UNIT A #3 3/4" = 1'-0" SECTION THRU UNIT #2, #41 #62 #8. #10 , #6, #8, #10 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). \j� ill01V sa •°L�CENgF 'Z n No.5360 ATE. 4 N �j�%'/11110AL � PROFESSIONAL ENGINEER SEAL 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: 01-12-21 DRAWN BY: L.E.D. REVISION: DATE: RO 2 RO 4 PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC TOWNHOUSE PLAN SECTIONS THRU UNITS DWGS. BF-TH-001 SHT. 10 OF 11 REV. 0 2e 4 ft. i 4 f t. 4 f t. 2 e 2r 4 f t. 1 2r 4 ft. C2 e 4 f t, — 4 f t. 4 f t. \J4 ft. �2e 4 ft. ROOF NAILING PER R301.2 1 /4"=1'-0" �Dncc Ql�n(-`INI(-` TOP/BOTTOM CHORD 0 'w. 0 z RED. 4 1 16 MINIMUM TRUSS BRACING SEE TRUSS M FR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. WALLS COMPONENTS & CLADDING PRESSURE ZONES NOTE "a"= 4 FEET IN ALL CASES 140 mph WINDSPEED Z�r 140 mph WINDSPEED W ma FCi TABLE R803.2.2 MIN. ROOF SHEATHING THICKNESS RAFTER/TRUSS SPACING WINDSPEED 24 INCH OC 140 mph 1150 mph 160 mph MIN. SHEATHING iHK., INCHES 7 16 15 32 19 32 (PANEL SPAN RATING) (24/16) (32/16) (40/20) EXP. B � TABLE R803.3.1 n ROOF SHEATHING ATTACHMENT RAFTER/TRUSS SPACING WINDSPEED 24 INCH OC 140 mph 150 mph 160 mph E F E F E F EXP. B RAFTER/TRUSS SG = 0.42 6 6 6 6 4 4 RAFTER/TRUSS SG = 0.49 6 6 6 6 6 6 FOR 15/32" SHEATHING THK. OR LESS FASTEN W/ ASTM F-1667 RSRS-01 (2 3/8 fo x 0.113 RING SHANK NAILS) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). � O /V e ; a N0 536 °J 4e, Ai li4i /11111110 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith, M.S., RE FLORIDA LICENSE NUMBER 53608 9909 WaUaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmaiLcom Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 01-12-21 DRAWN BY: L.E.D. REVISION: I DATE: RO 1 RO 2 U11R] PROJECT ADDRESS: 5827 7th. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC TOWNHOUSE PLAN ROOF NAILING &BRACING DWGS. BF-TH-001 SHT. 110F 11 REV. 0 a 0