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HomeMy WebLinkAbout38833 C AveI I I I RI.R 01LL' (NO I.D.) L_____—_—_—___ 5' ALLEY I I I I I I I I I w 5 1 a I - I I v i I FAR 01/Z' (NO I.Dj LOT 4 F I.R 0117' ------------------- O/S__------------- S89°53'22" E 66.00' (R&M) 1.41' N U W LL ' HIGH WOOD FENCE O PART OF � U LL 0 _ LOT 5 3 x 32.1' � Ex:Oonc. ®� Slab zos' PART OF . / rr y LOT 6 I NC ------- _ - t- --1- ---- 17 PART OF LOT 7 NtiY'4:l'77"C. Gti.7 d' (K6M) (NO LD PLOT PLAN SCALE 1'=30' N PATINO'S BLOCKWALL ADDITION ALL 01) AND OP0114ccily OF c0aii DESCRIPTION: MOORES FIRST ADDITION TO ZEPHYRHILLS PB 1 PG 57 WEST 1/2 OF LOTS 5 6 & 7 EXC NORTH 5 FT OF LOT 5 BLOCK 27, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK AT PAGE OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. FOLIO# 14-26-21-0010-02700-0050 SCOPE OF WORK: 1. Proposed Alteration II 2. Proposed 12'-0"x13'-6" (±162 sf) CMU block wall addition to be used as master bathroom as shown on plans. 3. Proposed windows are impact resistance, therefore shutters are not required (See Florida Product Approvals list). Note: All New or replacements windows must meet a maximum U-factor of 0.40 and a SHGC of 0.25 per FBC-EC Table R402.1.1 Minimum of 75% of lamps in permanently installed lights fixtures shall be high efficiency lamps per 2020 (7th Edition) FBC Energy Conservation code Section. DESIGN CRITERIA (Interior Renovation) IN COMPLIANCE WITH FBC 2020 7TH EDITION CHAPTER 16 WIND SPEED:. 150 MPH, 3 SEC. GUST IMPORTANCE FACTOR: 1.0 EXPOSURE CA TEGOR Y.• B ENCLOSURE CLASSIFICATION.- ENCLOSED INTERNAL PRESSURE COEFFICIENT. IN ACCORDANCE TO TABLE 1609.6.2. EXPOSURE ADJUSTMENT COEFICIENT• 1.0 BASIC WIND PRESSURE 30.12 sf RISK BUILDING CATEGORY ASCE- Z : 11 CONSTRUCTION TYPE: V-B OCCUPANCY- (FBC 14 Sec 310) RESIDENTIAL (R-3) BUILDING DATA: SQUARE FOOTAGE EX. LIVING AREA (A/C) EX. FRONT PORCH PROP. BLOCK BATHROOM ADDITION TOTAL LIVING AREA (AC) TOTAL GROSS AREA DESIGN DATA (ENCLOSED) BASIC WIND SPEED: 150 MPH WIND IMPORTANCE FACTOR. 1.0 RISK BUILDING CATEGORY.' 11 WIND EXPOSURE. • B INTERNAL PRESSURE COEFFICIENT (Cnet) SHALL IN ACCORDANCE WITH TABLE 1609.6.2 DESIGN BEARING SOIL CAPACITY = 2000 psf 38833 C AVENUE, ZEPHYRHILLS, FL 33542 SECTION: 14 TOWNSHIP: 26S RANGE: 21E LEGEND LIGHT FAN 1 W1 SWITCH ` LIGHT SWITCH f{ AFC OUTLET O4 GFI GFIOUTLET CARBONE MONOXIDE DETECTOR SMOKE SD DETECTOR F PROP. EXHAUST FAN SO CPM ELECTRICAL PANEL (200AMPS) PROP.fR WOOD FLAMING PROP. 8" BLOCK WALL EX. WALL TO BE REMOVED 1246.00 sf 51.00 sf 162.00 sf 1246.00 sf 1459.00 sf NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING ANY CONSTRUCTION. IN THE EVENT ANY DISCREPANCIES OCCUR THAT AFFECTS CONSTRUCTION, NOTIFY THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 2. THESE PLANS ARE IN COMPLIANCE PER FBC 2020 (7TH EDITION), ASCE 7-16 & NEC 2017. 3. WATER AND SEWER SERVICE HAVE BEEN CONNECTED TO EXISTING COUNTY UTILITY SYSTEMS. 4. FIVAC SYSTEM IS EXISTING. NEW AREA DOES NOT REQUIRE TO BE AIR CONDITIONED, (2)50 CFM EXHAUST FANS ARE PROPOSED AND NATURAL VENTILATION (WINDOW). 5. PLUMBING SYSTEM IS EXISTING EXCEPT AS OTHERWISE INDICATED TO BE MODIFIED. PLUMBING CONSTRUCTION SHALL BE IN COMPLIANCE WITH PLUMBING FBC 2020 (7TH EDITION) 6. EXISTING ASPHALTS SHINGLE ROOF SYSTEM OVER EXISTING RESIDENCE TO REMAIN. PROPOSED BUILT UP ROOF SYSTEM OVER ADDITION. 7. THE EXISTING LOT DRAINAGE WILL NOT BE MODIFIED. &THIS IS A LEVEL II ALTERATION (ADDITION) AS DEFINED IN CHAPTER 5 AND IN ACCORDANCE WITH CHAPTER 8 OF THE FBC 2020 (7TH EDITION) EXISTING BUILDING 9. NO ADDITIONAL A/C AREA IS PROPOSED, THEREFORE, ENERGY CALCULATIONS ARE NOT REQUIRED OR ATTACHED. s E m F.B.C. TABLE 503 ALLOWABLE HEIGHTS AND BUILDING AREA OCCUPANCY (R-3) ALLOWABLE ACTUAL MAX. NUMBER OF STORIES 3 1 MAX. HEIGHT IN FEET 40 12'--2" TOTAL UN/TAREA ON SF Unlimited 1459 THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY JULIAN A. AGUILAR N, P E USING ADIGITAL SIGNATURE PRINTED. COPIES OF THIS DOCUMENT ARE NOT CONSIDERED ` STA7E SIGNED AND SEALED AND SHA AUTHENTICATION CODE MUST BE VERIFY ON ANY ELECTRONIC. COPIES 26' EXISTING FLOOR PLAN SCALE 114"=1IF Digitally signed by Julian A Aguilar, P.E. DN: c=US, st=Florida, 1=13radenton, o=Julian Aguilar Engineering LC., cn=Julian A Aguilar, P.E., email=julian—aguilar y a h oo.com Date: 2023.10.24 15:16:05-04'00' TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79(7)(d) AND CHAPTER 633, LAWS OF FLORIDA 1 2' 20 BP 72G8 3�a833 c Aye cra- �L/I%DI% AACteoll THESE PLANS HAVE BEEN REVIEWED FOR ADEQUACY OF STRUCTURAL COMPONENTS 4 AND SYSTEMS ONLY IN COMPLIANCE WITH FBC 2020 (7 TH EDITION) BASED ON CHAPTER 7 FBC 2020 (7TH EDITION) EXISTING BUILDING THIS INTERIOR RENOVATION IS AN ALTERATION LEVEL II InlrioM Cz�w0 i�9 LD 0K w?z za- ��w�� IS 0 Zpw=z z w � 0- z�0'-� w <owoi�= waQp�}�}p �CJinzw4z =Lzo��Q Y azNn0 w o� w w❑ 0 z 0 z ¢aG U Q Q °r- o°o°Q° ZLU 00 �`- 0 0 oa zU) LU 0 od J CC W O -- <C w`/ U) Uj ULI Z W LO LU M CIO LU W Q J NN J co�•1. Q v, � CCOO z Q Z N LU F- z w 0 U J E z T � A, Q LU c = � LLI E ` O Z Ld dz +� Boas CD z oo� tJ p +' LLJ RAISED SEAL ]SEAL: II DATE: JULIAN A. AGUILAR N. PE# 71367 CA#29488 5010 60TH ❑R. E IBRADENTON, FL. 34203 SCALE SHOWN JOB # 2023-18A j] DATE 10/23/2023 DRW BY JAM SHEET 1 11 OF 4 SHEETS t LEGEND 1 — LIGHT 4 FAN 1 W/ SWITCH 1 .-0— LIGHT o— EXTERIOR WALL MOUNTED LIGHT In RECESSED LIGHT EY VANITY LIGHT ARC FAULT CIRCUIT SWITCH o ARC. FAULT CIRCUIT OUTLET GF1 GFIOUTLET CARBONE MONOXIDE DETECTOR SMOKE DETECTOR FROP. EXHAUST FAN 50 CFM DENOTES 1 #5 • VERTICAL REBAR IN FILLED CELL W/ GROUT EX.ELECTKICAL PANEL PROP. 2x4 INTERIOR WOOD FRAMING PROP 8" BLOCK WALL PROP, WOOD FRAMING BEARING WALL PRECAST LINTEL NOTE: ALL PRECAST LINTEL ABOVE THE OPENINGS 1 2' ARE 8F8-113. OPENING HEIGHT 6-8" (T YP). i UNLESS NOTED OTHERWISE. 20 Ex. (2) SH- Ex. SH- 53"x48" ht 53N 30" ht to remain to remain 3 G' FBC 2020 APPROVED PRODUCTS LIST PRODUCT CATEGORY SU8 CATEGORY MANUFACTURER STATE OF FLORIDA APPROVAL NUMBER APPROVED DATE DESCRIPTION DESIGN PRESSUR RATING Windows Single Hung Silver line Building Products Corp, FL 14911.5 12/15/2020 V1 Series/70 Series (2127), IMPACT RESISTANCE +55 psf/-60 psf Roofing Undedayment GAF FL 10626.1 12/15/20 Roof Undertayment for use in sloped system —75 psf Wall Panels Soffit AMEINAX HOME PRODUCTS FL 5896.1 10/13/20 12" perforated "V' Pane and 12" solid "V" panel Aluminum soffit +50 psf/-50 psf Roofing Asphalt Shingles GAF FL 10124.1 O2/O7/2023 Fiberglass reinforced 3—tob, laminated; 5—tab and hip/ridge asphalt shingles N/A Structural Component Wood Connector SIMPSON STRONG —TIE COMPANY,INC FL 11473.4 12/15/2020 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor Structural Component Wood Connector SIMPSON STRONG —TIE COMPANY,INC FL 10456.30 12/12/2020 SP1, SP3, SP4, SP6, SP8 Stud Plate tie Structural Component Wood Connector SIMPSON STRONG —TIE ANYJNC FL 10456.7 12/12/2020 Ht, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16—Z H16-2S Hurricane Ties Structural Component products Introduced as a Result of New Technology CAST—CRETE USA LLC FL 158.1 05/11/2022 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide 1'mtds ROOF FLASHING NOTE: R903.2 Flashingq. where t system or e m e a d shall be installed in a manner Fleshings shall be used to seal roofing systems, he e he sy m is t rml at d n that prevents moisture from entering the wall and roof through joints in copm35, through moisture permeable materials and at Intersections with parapet walls and other penetrations through the roof plane. 903.2. 1 Locations . . s Flashmgs shall be installed at wall and roof intersections, wherever there 15 a change in roof slope or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than provided in Table R903.2. 1 or in compliance with RAS I I I , Exception: Flashing is not required at hip and ridge junctions. TAG.I F PQll.2 ') i AAFTh1 FI ASHIAIG AAATPPIAI MATERIAL GAGE MINIMUM GAGE WEIGHT THICKNESS (ibf) Copper er 0.024 — 1 ( I G oz) Aluminum 0.024 — — Stainless steel — 28 — Galvanized steel 0,0179 (zinc coated (zinc coated G90) G90) Aluminum zinc coated steel 0.0179 2G 2G (AZ50 alum (AZ50 alum zinc) zinc Zinc alloy 0.027 — Lead — 2.5 (40 oz.) — Painted terne — — 1.2 R903.2.2Cricket5 and saddles. A cricket or saddle shall be installed on the ridge side of any chimney or penetration more than 30 inches (7G2 mm) wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. Exception: Unit skylights installed in accordance with Section R308.G and flashed in accordance with the manufacturer's instructions shall be permitted to be installed without a cricket or saddle. R903.2.31vlembrane flashings. All membrane flashing shall be installed according to the roof assembly manufacturer's published literature. c: " STEP 1 INSTALL SHEET OF MOISTURE BARRIER AT BOTTOM OF OPENING STEP 2 INSTALL BARRIER MEMBRANE ON SILL OF ROUGH OPENING AND ONTO THE MOISTURE BARRIER. LAP UP THE JAMBS A MINIMUM OF 4" (1 QOMM) STEP 3 COMPLETELY SEAL CORNER BY APPLYING A 2" (50MM) STRIP OF BARRIER MEMBRANE DIAGONALLY AS SHOWN NOTES: 1. PREPARE OPENING PRIOR TO THE INSTALLATION OF THE WINDOW OR MECHANICAL EQUIPMENT. COORDINATE INSTALLATION WITH OTHER ASSOCIATED SUBTRADES 2. PROVIDE MOISTURE BARRIER AND OTHER ASSOCIATED TRIM AND ACCESSORIES 3. PROVIDE FLASHING AT SILL TO DRAIN WATER TO THE EXTERIOR STEP 4 WRAP MOISTURE BARRIER AROUND JAMBS OVERLAPPING BARRIER MEMBRANE 2" (5OMM). SLIDE HEAD FLASHING UNDER TOP SHEET PLASTER SPECIFICATION NOTE: R703.7.21"la5ter. Flastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, piaster application need be only two coats, provided the total thickness is as set forth in Table R702. I ( I ). On wood -frame construction with an on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. Cement plaster shall be in accordance with ASTM C92G. Cement materials shall be in accordance with one of the following I .Masonry cement conforming to ASTM C9 I Type M, S or N. r 1 Type 1, II or III 2.Portland cement confo min to ASTM C 50 T g YF 3.Blended hydraulic cement conforming to ASTM C595 Type IF, 1S(5<70), IL or IT(5<70). 4.Hydraulic cement conforming to ASTM C I 157 Type GU, HE, MS, HS or MH. 5.Pla5ter (stucco) cement conforming to ASTM C 1 325. s The proportion of aggregate to cementitious materials shall be as set forth in Table R702. 1(3). R703.4FIa5hing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer`s instructions. All flashmg shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 71 1 All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1 281 , AAMA 8 12, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 71 4. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: I .Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent dramage. Mechanically attached flexible flashings shall comply with AAMA 71 2. Flashing at exterior window and door openings shall be installed in accordance with one or more of the followmg; l . I .The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Fan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water -resistive barrier for subsequent dramage. Openmgs using pan flashing shall incorporate flashing or protection at the head and sides. I .2.In accordance with the flashing design or method of a registered design professional. 1 .3.1n accordance with other approved methods. 1 .41n accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMANWDMA 300 or FMA/AAMA/WDMA 400. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.Under and at the ends of masonry, wood or metal copings and sills. 4.Contmuou5ly above all projecting wood trim. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. G.At wall and roof intersections. 7.At built-in gutters. R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to single glazing and each pane in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the waters edge of a bathtub, hot tub, spa, whirlpool or swimming pool or from the edge of a shower, sauna or steam room. THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY JULIAN A. AGUILAR N, P.E. USING A DIGITAL SIGNATURE arz PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED �` P 13 CA# 8 (J9•.• STATE r SIGNED AND SEALED AND SHA AUTHENTICATION CODE MUST BE ; VERIFY ON ANY ELECTRONIC COPIES .1f,t$�+®''•°L',`� 5010 ! E BRADENTON, FL 34203 PROPOSED FLOOR PLAN WATEFT1D1__100i I NG DETAIL THESE PLANS HAVE BEEN REVIEWED FOR rr— r SCALE I /2i' = I 1 rill TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS ADEQUACY OF STRUCTURAL COMPONENTS SCALE 114 —1 AND SYSTEMS ONLY iN COMPLIANCE WITH COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL FBC 2020 (7 TH EDITION) AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79(7)(d) AND CHAPTER BASED ON CHAPTER 7 FBC 2020 (7TH 633, LAWS OF FLORIDA EDITION) EXISTING BUILDING THIS INTERIOR RENOVATION IS AN ALTERATION LEVEL tl 1 2' BATHROOM ADDITION PARTIAL EAST ELEVATION SCALE 114 `r=1 r PROPOSED REAR ELEVATION SCALE 1/4rr=1r PARTIAL WEST ELEVATON SCALE 1141r=1 r z�00 �N u-o wiz° zA �oow�z � Z i- w Qowo`zF 2z>w� z�q�zp Nn2m°�° Qo0 T mort`<"- gz2¢�Et 3 LU Yw¢_cn z wnp:2�p� Q¢�a LLi�0w aZaZoF �Wowozo �U�UCH X W Z !- J M CL T ,.11_ X U) --1 006 r+� O v -J Z W LL O Q CL O < ry W LU J t11 W Z W LU C') co (� LU LL W Lu Lu <t CS <Q C) O 00 MX Z LU LU C L r Q Z CL LU O ry C) 6' J J N E U CD sq--) au 5Z QE LU > ; LLI z LLJ U — B SL O T �- Q Z 2 cn tC > vci :D t°� o 4 D LiJ ai RAISED SEAL DATE: JULIAN A. AGUILAR N. PE# 71367 CA#29488 5010 60TH DR. E TON, FL. 34203 SCALE SHOWN JOB # 2023-18A DATE 1012312023 DRW BY JAA SHEET 2 OF 4 SHEETS Prop. I G°x20"d monolithic concrete footing w/ 2 # 5 rebar Cont. Existing 4" concrete slab to be- Saw cut to fit foundation concrete footing w/ 2 # 5 rebar Cont. # 5 dowoll; 24" long. 3" embedment into the existing block wall, set wf epoxy SET22 @ 30 o.c. (typ.) Existing 4" concrete slab to be Saw cut to fit foundation ■ .. I— — ---- ------------- i I Ex. FT ELEV. 0'-0" I 1 12'-G" —►il — — — — — — — ----, i Ex. FF ELEV. 0'-0" I I I I I FO ! V ' N DA TI O N PLAN TROTEC PROTECTION NOTE: PROTECTION OF WOOD AND WOOD BASED PRODUCTS. SCALE 114 `o=1 ! SOILINST TERM TE PROTECTION TREATMENT IS REQUIRED ANYWHERE NEW CONCRETE WILL BE POUR. PER FBC-R 318.1 AND FOLLOWING SUB -SECTIONS. ELECTRICAL PLAN SCALE 114"=1' LEGEND LIGHT * FAN 1 W/ SWITCH _Q— LIGHT 0 PENDANT LIGHT EXTERIOR WALL MOUNTED LIGHT RECESSED LIGHT VAPOR PROOF RECESSED LIGHT VANITY LIGHT SWITCH AFC OUTLET (� GFI GFI OUTLET CARBONE MONOXIDE 0 DETECTOR SMOKE DETECTOR PROP. EXHAUST FAN 50 CFM W/ LED LIGHT PROP. EXHAUST FAN 50 CFM EX. ELECTRICAL PANEL FRAMING WALL TO BE REMOVED TO BLOCK WALL TO BE REMOVED TO PROP.I WOOD FRAMING EX. 2x4 WOOD FRAMING TO BE RETROFITED EX, WALLS TO REMAIN PROP, 5" BLOCK WALL DENOTES 1 #5 • VERTICAL REBAR IN FILLED CELL W/ GROUT PRECAST LINTEL NOTE: ALL PRECAST LINTEL ABOVE THE OPENINGS ARE 8F8-1B. OPENING HEIGHT 6'-8" (TYP). UNLESS NOTED OTHERWISE. NOTE: ONLY THE PROPOSED ELECTRICAL FIXURES ARE SHOWN ON PLANS. ALL NEW OUTLET SHALL BE ARC FAULT CIRCUIT UNLESS OTHERWISE NOTE ON PLANS. BASED ON FBC RESIDENTIAL SEC. 314.3.1 SMOKE DETECTORS SHALL BE INSTALLER THRU-OUT THE REST OF THE RESIDENCE. THEY SHALL BE INSTALLED WITHIN THE 10' FROM EACH EXISTING BEDROOM IN AND OUT. (SIMILAR TO PROPOSED MASTER BEDROOM) BASED ON FBC RESIDENTIAL SEC. 315.1.3. IT IS NOT NECESSARY TO UPDATE CARBON MONOXIDE DETECTORS DUE TO NO CAR GARAGE ATTACHED OR APPLIANCE THAT PRODUCE CARBON MONOXIDE ADDED. A Prop. 2x4 framing Gable End HETA 12 at every roof rafter (typ) 2' O.H. (MATCH EXISTING) HVAC NOTES: BATHROOMS DOES NOT REQUIRE TO BE AIR CONDITIONED, HOWEVER, THEY REQUIRES VENTILATION AS FOLLOWS: REQUIRES 50 CFM VENTILATION OR NATURAL VENTILATION. PROVIDE (2) 50 CFM EXHAUST FANS. SEE ELECTRICAL PLAN FOR LOCATION. 1 2" O,H. Prop. 2x4 framing knee wall over block H 10-2 at every roof rafter (typ) Existing Gable end truss to remain --- - --- - -- No ____ - ___ ---- �10 _ _ Ex. 2X ROCF IN -- m _m ! II II II II II 11 I 11 II 11 II 11 II II II II 11 II !I Ij If 11 11 II II 11 it it __ II ,_._II 1I II II I! II 11 11 II II — Ti i— 7 I IF II 11 it 11 II II 11 11 11 11 1 1_—IL II Il II II II II Il If II If II 41 II II II II Il ll II II II � II II n n I ROOF FRAMING PLAN SCALE 114"=1' THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY JULIAN A. AGUILAR N, P.E. USING A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND SHA AUTHENTICATION CODE MUST BE VERIFY ON ANY ELECTRONIC COPIES AG(/j r I' 13 CA# 8 .. f STATE ff 5010 �t3 • ��� E ` BRADENTON, FL. 34203 (941)704-3786 THESE PLANS HAVE BEEN REVIEWED FOR TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS ADEQUACY OF STRUCTURAL COMPONENTS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE AND SYSTEMS ONLY IN COMPLIANCE WITH APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL FBC 2020 (7 TH EDITION) AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79(7)(d) AND CHAPTER BASED ON CHAPTER 7 FBC 2020 (7TH Aft 633, LAWS OF FLORIDA EDITION) EXISTING BUILDING THIS INTERIOR RENOVATION IS AN ALTERATION LEVEL 11 uiup I o aU'Qs�z_� p Z 3L�"i C9 Z p _ OZ�0 w ©WLu::IF WaR5—� E OZ �2 za z L -°po�a u_1z�o 0U YwQ=cf) z >� MQ67 wQpzp�52 LH¢Q OF EC)08 0 V zz J CL' C- Ll. J Z 0 ~' 0 ui z -i W JO U. LiJ 04 W �M wILL Lu W Q� Q 00 Z © M a. LzL Q z CL W y 0 C) E J N U CD Q E W c a Lv'E Z Ld Om Q m Z U� Z Lij ) cn RAISED SEAL DATE: JULIAN A. AGUILAR N. PE# 71367 CA#29488 5010 60TH DR. E BRADENTON, FL. 34203 SCALE SHOWN JOB If 2023-18A DATE 1012312023 DRW BY JAA SHEET 3 OF 4 SHEETS Prop. Asphalt Shingles over peel stick membrane (30# min.) over 2xG rafter attached to 2xG over 1 /2" CDX plywood nailed wl 8d Pro H l 0-2 at ring shank nails @ G" o.c. edge hang w/ (7) I Oil nails min. and G" o.c. field. eachh rafter (typ) (typ) 3-3/4 �`1 2` 2xG'5 (SYP No 2 or better) roof : rafters attached wl (7) 1 0d nails min. (match existing) 1 2 2xG (SYP No 2 or better) roof "( t 3 314 (match exlstin rafters @ I G" o.c. (typ) I Prop. I x8 sub -fascia —/ P-4" O. H Prop. Aluminum soffit (to match existing) Prop. 2x4 studs (5PF No.2 or better) @ I G" o.c. Stucco over wirelath over Tyvex paper over 112" CDX plywood nailed wl 8d nails @G" o.c. edge and 1 2" o.c field Prop, SF I @ each stud (typ) P Prop. 2x4 PT .late P Prop. �'Ox4-1 /2" Anchor bolts @ 32" c.c. (typ) Moisture barrier required (it is not shown on plans) M Prop. I G"w x20"d monolithic foundation wl (2)-#5 rebar continuous @ 3" from bottom. Ex. 8" reinforced, CMU wall to remain Prop. Prop. R- 19 batty between Prop. SF2@ each stud (typ) rafters (no attic space) typ. Prop. R- 13 batty insulation Prop. HETA 12 at each rafter (typ) 2xG (SYP No 2 or better) r �- Collar ties @ I G" o.c. nailed to rafter wl (6) 106 nails (typ) Prop.R-30 b tts Prop. 112" Insulation ceiling drywall Prop, I-3J4"x3- I /2" PT 2xG (SYP No 2 or etter) roof Fire Stop 2' O. Prop, lx8 sub -fascia rafters @ I G" o.c. (typ) Prop. ( I ) Knock out block filled wl Conc. Prop. Aluminum soffit I I'-G" and ( I ) # 5 rebar cunt, and ±2"x8„ (to match existing) form capping pour on top of knock out block. (replace Knock out block by Precast Conc. Lintels Moisture barrier required(it over openings 8F8-1 B) (typ) is not shown on plans) 8'-6' Prop 112" Drywall over I x2 furn ngs @ I G" c, c. over I" T-6" PROP. MASTER RIg1d board insulation (R-G) Prop. Cementitious BEDROOM Prop 8"x8x 1 G CMU block coating finishing wall wl (I)-#5 vertical rebar over block wall @ 48" o.c. max., corners (to match existing) and opening sides (typ) Prop. 4" concrete slab wl fiber mesh over existing concrete slab (to match PF) Baseboard i PROP. FFE = 0'-0"HE _ • . //� //�//\/// /y/ //� // //� ///\//\//�� Ex. 4 concrete ; // �// // //\'/\''%\/%j'//j //j /// //j //j /// • \//j ///\�/j // slab to remain \i �i\i J 3-G BATHROOM ADDITION i 4/\\�� �/\ '%I '-4��// //ProImonolit c foundation //�/\`�/\��\�/j�/ w/ (2)45 rebar continuous @ 3" from bottom. A CROSS SECTION 4 SCALE 112"=1' 14 Prop. Tie beam C'• I I PROP. I 8" CONCRETE d M' ONRY WALL W/ 1 #5 a CELL AT MI WALL SPAN AND d EDGES. 5Eff PLAN FOR LOCATION I .I ,a1 I. . i Prop. #5 dowell 8" long min. 3' min. @ 40" embedment to ex vertical o,r max. blockwall d' al a a Q d a a 4Prop. Concrete a foundation d O O O d I NEW TO EXISTING CMU WALL CONNECTION SCALE 3/4" = P-0" 8"x8" P 4 P CONCRETE BEAM WJ 1 #5 REBAR BOTTOM PROP. VERTICAL FILLED CELL W/ CONCRETE AND I # 5 REBAR PROP. 8X8X I G CMU BLOCKS FILL IN If WINDOW #5 DOWELL, 25" LONG MIN. SET WITH EPDXYSET22, 4" MIN EMBEDMENT (TYP) DRILL 3/4" X 4 DP. HOLE IN F_XI5TING SLAB CARE TO BE TAKEN TO THOROUGHLY CLEAN OUT DEBRI5 PRIOR TO ADDING EPDXY 5ET REBAR IN APPROVED EPDXY ALLOW TO CURE FOR THE SPECIFIED TIME PRIOR TO APPLYING ANY LOAD DO NOT DISTURB OR LOAD THE ANCHOR UNTIL IT IS FULLY CURED CUT OPENING IN EXISTING WALL TO 8" LAR THAN THE M.O. NEEDED FOR THE WINDOV DRILL AND EPDXY#50 VERT. INTO FXI5TIN SLAB. TERMNE PROTECTION NOTE: PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY PER FBC-R 317. SOIL TERMITE PROTECTION TREATMENT IS REQUIRED ANYWHERE NEW CONCRETE WILL BE POUR. PER FBC-R 318.1 AND FOLLOWING SUB -SECTIONS. DETAIL: NEW DOOR/WINDOW OPENING SCALE, 1/2' = 1'-0' (2) 2x4 TOP PLATE 2X4's @ 16" O,C. 8" CMU. WALL 2X4 PT AT I AC QED TO W ALL A-307 OR EQ. 1 /2" DIA X 5-1/2" BOLTS IN BLOCK WALL @ 18" O.C. MAX, & 12" FROM FIN, FLOOR AND TOP OF WALL. 2x4 PT BOTTOM PLATE MIXED CONSTRUCTION SCALE: N.T.S. 1 /2" Drywall Ceilinc 2x4 I Prop. 1 /4"x5- anchor @ 3 2x4 PT around opening perimeter attached w/ 1 /4'x3-1 2" Tapcons @ I G" o.c, max. Prop. 2x4 PT Studs @ max. attached w/ SP I bott Prop. 112" drywall at each (for Interior partition wa INTEK10K F'AR.TITION WALL Scale 3/4" = 1 .0' For exterior openings: proposed Stucco finishing over wirelath over 1 5# felt paper over 112" CDX plywood nailed wl Ba nails OPENING ENCLOSED DETAIL @ Oil o.c, edges and 1 2' o.c. field exterior side and 112" drywall at interior SCALE 1J2 = 1 -9 side and R 13 insulation 2x4 fro I 1 Wood Is wall 2x4 W frame 2)2x4 pl d II e 2)2x4 Stud at each 'tide of opening frome in if 4 Wood wall fill window 4" Concrete Slab INTERIOR OPENING (,NON BEARING WALL) SCALE 1 /2"=1' I G" o.c. (SYP ;ter) card Ex. Concrete bond beam (to remain) 1• I• a I I Pra . #3 dowel) 30"lon i Ip ,I set with epoxy 5et22 or 4" min. embedment toe , C. a .I I :I EX, 8" CON RETE MASONRY WALL TO BE RETROFITTED I I .a { d" -A I' 0' long Prop. #5ACIPIOXY set with 2 or e 4" min. to ex. I •I .d • . Q . a•r Q EX. 8" CMU BLOCK TO BE RETROFITTED SCALE 3/4" - 1'-0" 1­12:5A at each outrigger (typ) 2xG outrigger @ 24" o.c. 2x4 top plate at Gable end 5P I at each "L Bracing connection Stucco over wirelath over tyvex paper over 112" CDX plywood nailed w/ 8d nails @ G" o.c. edge and 1 2" o.c field L BRACE @ I G" c.c, nailed wl I Oil nails @ 4" o.c. - M5TAM24 to attach "L brace" to Block wall—�` @ 32" o.c. 2x4PT Plate attached to blockwall w/ i0x5 1 /2" anchor bolts @ 32" o.c. (typ) _ 2X4 PT Plate stucco over wirelath over tyvex paper over 1 /2" CDX plywood nailed w/ 8d nails @ G" oz. edge and 1 2" o.c field L BRACE @ I G" O.C. PLAN VIEW nailed wl I Oil nails @ 4" o.c. "L BRACE 2XG Collar ties nailed to rafters w/ (G) I Od nails (typ) min. qu. concrete min. �u. concrete Prop. Asphalt shingles over 1 5# felt paper over 112' CDX plywood nailed wl 8d nails @ G" o.c. edge and 1 2' o.c field I X8 5ubfa5Ia GABLE END SECTION SCALE I /21 = 1.01 THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY JULIAN A. AGUILAR N, P.E. USING A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND SHA AUTHENTICATION CODE MUST BE VERIFY ON ANY ELECTRONIC COPIES `��1lillll/l//� Z ;.P 13 CA#2g 8TATE ' 5010 I W.eE BRADENTON, FL. 34203 (941)704-3786 TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE ADEQUACY OF STRUCTURAL COMPONENTS APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AND SYSTEMS ONLY IN COMPLIANCE WITH AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79(7)(d) AND CHAPTER FBC 2020 (7 TH EDITION) 633, LAWS OF FLORIDA BASED ON CHAPTER 7 FBC 2020 (7TH EDITION) EXISTING BUILDING THIS INTERIOR RENOVATION IS AN ALTERATION LEVEL II ui ui p rV �0u O OzO0 o�W�N o�°Fz'� w-o <zQwon� EPR560� mZH20d? riLzOar-mcu �Z 2�U0 JEz w it w.Od,.rw � E: 6 u YLQ? z tu 0 > z 0 z 0 w❑ z O <Q�LA 30000Qo �+ J J Uj clid C) r� v� z �O ■� r W U / z J O 1- W Z CN Nr L W LU M J LU LL. W W J M LL QY.000 Z O 00 Ma Q Z LU LU i � CL LIJ 0 Q U o —� N FZ t U 0 c 2 o d c_ LLJ Z L,.1 ¢Z +-s N � Z Z U LLI u� RAISED SEAL DATE: JULIAN A. AGUILAR N. PE# 71367 CA#29488 5010 60TH DR. E BRADENTON, FL. 34203 SCALE SHOWN JOB 2023-1&4 DATE 1012312023 DRW BY JAA SHEET 4 II OF 4 SHEETS GENERAL NOTES: COMPACT BACK FILL 5'-0" FROM STRUCTURE. MINIMUM ALLOWABLE BEARING CAPACITY SHALL BE 2000 PSF. CONTRACTOR TO VERIFY MANUFACTURED TRUSS PLAN PRIOR TO PLACEMENT OF STEMWALL OR MONOLITHIC FOOTING. PLUMBER IS TO INFORM SUPERINTENDENT OF ANY VENTING WHICH UTILIZES A MASONRY WALL TO RESOLVE ANY POSSIBLE STRUCTURAL INTEGRITY ISSUES. NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL FROM THE ENGINEER OF RECORD. GARAGE DOORS SHALL SATISFY THE REQUIREMENTS OF FBC 2020 (7TH EDITION) FOR WIND LOADS AS DEFINED IN ASCE7-16 ALL OTHER JOB SPECIFICATION AND FINISH SPECIFICATIONS TO BE FURNISHED TO GENERAL CONTRACTOR BY THE HOME OWNER AND ARE NOT PART OF THESE DRAWINGS. BRAND, STYLE, KIND, COLOR, ETC. OF ALL FINISHES & MATERIALS, ELECTRICAL FIXTURES, APPLIANCES, EQUIPMENT AS AGREED & NEGOTIATED BETWEEN OWNER & CONTRACTOR. MASONRY NOTES: MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1-02)", PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. SEE "TESTING AND INSPECTION NOTES" FOR ADDITIONAL INFORMATION. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO THE ASTM C-90, AND BE MADE WITH NORMAL WEIGHT AGGREGATE. UNIT COMPRESSIVE STRENGTH OF 1,900 PSI ON NET SECTION TO PROVIDE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASONRY (pm) OF 2,500 PSI, AS DETERMINED BY THE STRENGTH METHOD OF ACI 530.1. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM C-476 AND SHALL OBTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI, TESTED PER ASTM C-1019 EACH 5,000 S.F. GROUT STOPS ARE TO BE MESHED OR SCREEN TYPE, FELT PAPER IS NOT ALLOWED. REINFORCED STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615, GRADE 60. SHOP FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE HOOKED OR BENT. DOWELS SHALL HAVE STANDARD 90 DEGREE HOOKS AND LAPPED WITH FIRST LIFT OF REINFORCING. PROVIDE A MINIMUM LAP OF 40 X BAR DIAMETER. MORTAR SHALL CONFORM TO ASTM C-270, TYPE M, S, OR N. ALL MORTAR SHALL MEET THE "PROPORTION SPECIFICATION" OF ASTM C-270 AND EVALUATED IN ACCORDANCE WITH ASTM C-780. UNLESS OTHERWISE INDICATED, ALL WALLS SHALL BE LAID IN RUNNING BOND. BOND CORNERS AND OTHER INTERSECTIONS OF ALL LOAD BEARING WALLS. INTERSECTING NON-LOADBEARiNG WALLS SHALL BE CONNECTED BY PREFABRICATED TEE AND CORNER HORIZONTAL JOINT REINFORCEMENT @ 16"O.C. PROVIDE VERIDICAL REINFORCING BARS OF THE GIVEN SIZE AND SPACING AS INDICATED. PROVIDE BARS AT WALL CORNERS, INTERSECTION AND PEN EDGES, PROVIDE CLEAN OUTS FOR EACH GROUT POUR EXCEEDING 5FT. PROVIDE PRECAST LINTELS ABOVE ALL WALL OPENINGS INCLUDING HVAC DUCTS. SEE DRAWINGS FOR LOCATIONS OF ALL OPENINGS. UNLESS OTHERWISE ON PLAN PROVIDE PRECAST LINTELS BELOW AS A MINIMUM. -OPENINGS LESS THAN 6FT = 8" PRECAST U-LINTEL W/ 1-#5 & 8" KNOCK -OUT COURSE W/ 1-#5. (TYPICAL PERIMETER BOND BEAM 16" TOTAL DEPTH) - OPENINGS GREATER THAT 6FT = SEE DRAWINGS. PROVIDE ONE REINFORCED CELL EACH SIDE OF OPENING W/ 8" LINTEL BEARING. ALL WALLS OVER 8' HIGH MUST BE BRACED PRIOR TO POURING TIE BEAMS. FRAMING NOTES: ALL DOOR HEADERS AT BEARING WALLS TO BE (2) 2X10 SYP OR BETTER, UNLESS NOTED OTHERWISE. TRUSSES AND BEAMS SHALL BEAR DIRECTLY ON GLB OR SYP POSTS U.N.O. WHERE REQUIRED, SHIMS TO BE A36 STEEL U.N.O. GLB OR SYP POSTS SHALL BEAR DIRECTLY ON CONCRETE SLAB OR ON SYP OR PT PLATE UNLESS NOTED OTHERWISE. WOOD CONSTRUCTION, CONNECTIONS, AND NAILING SHALL CONFORM TO THE FBC 2020 (7TH EDITION). ALL WOOD FRAMING MATERIALS SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT ALL LOAD BEARING WALL FRAMING SHALL BE #2 SOUTHERN PINE. ALL JOIST AND RAFTER FRAMING SHALL BE #2 SOUTHERN PINE OR HEM -FIR. ALL DOOR HEADERS AT BEARING WALLS TO BE (2) 2X10 SYP OR BETTER, UNLESS NOTED OTHERWISE. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR EQUIVALENT. INSTALL ALL ACCESSORIES AS PER MANUFACTURERS REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (ASTM A446 GRADE A) AND BE GALVANIZED(COATING G60). BOLTHEADS SHALL BE CENTERED & DRILLED NO MORE THAN i 16" LARGER THAN BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. ALL NAIL SHANK SIZES TO BE MINIMUM OF 0.131 INCHES. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE THESE PLANS HAVE BEEN REVIEWED FOR APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL ADEOUACY OF STRUCTURAL COMPONENTS AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79(7)(d) AND CHAPTER AND SYSTEMS ONLY IN COMPLIANCE WITH 633, LAWS OF FLORIDA FBC 2020(7th Edition) MEMBERS DESIGNATED 'LVL' (E.G., 13/4" x 14" LVL) SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY LP (LP SolidStart LVL) OR ENGINEER APPROVED SUBSTITUTION. US BUILDING SUPPLY PREFERRED VENDOR 941.720.4245 CAST —IN —PLACE CONCRETE NOTES: CONCRETE MIXES SHALL BE DESIGNED PER ACI 30, USING PORTLAND CEMENT CONFORMING TO ASTM C-150, AGGREGATE CONFORMING TO ASTM C-33, AND ADMIXTURES CONFORMING TO ASTM C-494, C-1017, C-618, C-989 AND C-260. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C-94. CONCRETE SHALL CONFORM TO THE FOLLOWING COMPRESSIVE STRENGTH, SLUMP AND WATER/CEMENT RATIO REQUIREMENT: IN ALL SALT ENVIRONMENTS A MIN. OF 5000PS1 CONCRETE SHALL BE USED. (SLAB SHALL BE EXEMPT.) FOR OTHER ENVIRONMENTS USE 3000 PSI CONCRETE. ALL CONCRETE WORK SHALL CONFORM TO ASTM ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT WEATHER CONCRETE SHALL BE IN ACCORDANCE WITH ACI 305. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A-185 (FLAT SHEETS ONLY). ALL REINFORCED STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO POURING OF CONCRETE, EXCEPT THAT VERTICAL DOWELS FOR MASONRY WALL REINFORCING MAY BE "FLOATED" IN PLACE. REINFORCING STEEL INCLUDING HOOKS AND BENDS, SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT) SHALL BE LAPPED 40 X BAR DIAMETER. LAP CONTINUOUS BOTTOM BARS OVER SUPPORTS, LAP CONTINUOUS TOP BARS AT MID -SPAN UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN ACCORDANCE W/ ACI 318-02: SECTION 7.7.1 A. CONCRETE EXPOSED TO WEATHER: #6 THROUGH #18 BARS -2" #5 BAR, W31 OF D31 WIRE & SMALLER - 1Y2" B. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: BEAMS AND COLUMNS -lY2" C. FOUNDATIONS EXPOSED TO EARTH -3" BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC TIPPED OR STAINLESS STEEL. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4" UNLESS OTHERWISENOTED. FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT LEAST 90% OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND RESORTING. ROOF FRAMING NOTES: THE DESIGN OF ROOF FRAMING SHALL BE BASED ON THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND FBC-R 2020 (7TH EDITION). DESIGN WIND LOADS SHALL BE APPLIED IN ACCORDANCE WITH ASCE 7-05. SEE WIND NOTES FOR WIND DESIGN REQUIREMENTS. ROOF TRUSS MANUFACTURER SHALL SUBMIT AND PROVIDE COMPLETE LAYOUT AND FURNISH THE FOLLOWING INFORMATION: ROOF PITCH, LUMBER SIZE, SPACING, SPECIES AND GRADING, LOCATION AND MAGNITUDE OF UPLIFT LOADS. PRE-ENGINEERED TRUSS DESIGN SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. ROOF SHEATHING SHALL BE 15/32" CD PLYWOOD OR EQ. CONTRACTORS SHALL VERIFY WITH ROOF TRUSS PLAN PRIOR TO PLACEMENT OF FOOTINGS. SOIL NOTES: ALL SOILS SHALL BE FREE OF DEBRIS AND ORGANIC MATERIALS AND COMPACTED TO 95% OF MODIFIED PROCTOR (ASTM D1557). FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACTED FILL MATERIAL COMPLYING WITH THE 2020 (7TH EDITION). STEM WALL FILL SHALL NOT EXCEED 12" LIFTS. SOIL BELOW FOOTINGS SHALL BE TESTED AND ALL SUBSEQUENT FILL SOILS IN LIFT NOT TO EXCEED 12" INTERVALS. ALL FILL MATERIAL SHALL BE SP OR SM MATERIAL AS DEFINED BY THE UNIFORM SOIL CLASSIFICATION SYSTEM. ANY QUESTIONABLE SOIL SHALL BE REMOVED OR BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR EVALUMT10N. SOIL BEARING CAPACITY IS BASED UPON 2,000 PSF. WOOD GRADE STAKES ARE PROHIBITED. PEST/DECAY PROTECTION NOTES: ALL PLANTINGS AND IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY HEADS SHALL BE AT LEAST 1 FOOT FROM BUILDING SIDEWALLS. SOIL TREATMENT SHALL MEET THE REQUIREMENTS OF 2020 (7TH EDITION) R320 METHOD. WOOD GRADE STAKES SHALL NOT BE USED. PROTECTION AGAINST DECAY AND TERMITES SHALL BE PROVIDED IN ACCORDANCE WITH 2O20 (7TH EDITION) R319. ROOF FLASHING SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF 2020 (7TH EDITION) R703.7.5, R703.8, R903.2 & R905. DESIGN LOADS AND NOTES: ROOF - D+L 55PSF W/ 1.33 STRESS INCREASE FACTOR, OR 45PSF W/ 1.25 STRESS INCREASE FACTOR, OR 41 PSF W/ 1.00 STRESS INCREASE FACTOR. FLOOR - LIVE LOADS ASSEMBLY AREA - 100PSF BALCONY (FAMILY RESIDENCE OR <100 SF) - 60PSF ( >100 SF) - 10OPSF DINING ROOM AND RESTAURANTS - 10OPSF OFFICE (CORRIDORS ABOVE 1ST FLOOR) - 80PSF (LOBBIES & 1ST FLOOR CORRIDORS) - 10OPSF OFFICES - 50PSF RESIDENTIAL (UNINHABITABLE ATTICS WITHOUT STORAGE) - 1OPSF (UNINHABITABLE ATTICS WITH STORAGE) - 20PSF (HABITABLE ATTICS & SLEEPING AREAS) - 30PSF (ALL OTHER AREAS EXCEPT BALCONIES) - 40PSF STAIRS (1 & 2 FAMILY DWELLING) - 40PSF (ALL OTHER) - 10OPSF RETAIL STORES (FIRST FLOOR) - 10OPSF (UPPER FLOORS) - 75PSF WHOLESALE STORES - 125PSF DL = 1OPSF IN COMBINATION WITH WIND LOADS. MEAN ROOF HEIGHT SHALL BE DETERMINED BY TRUSS DESIGNER FROM PLANS. LATERAL LOADS IN TRUSSES ARE RESISTED BY ROOF DIAPHRAGM AT POINT OF WIND LOAD INPUT UNLESS NOTED OTHERWISE. TRUSSES MUST BE DESIGNED TO SUPPORT WALLS AGAINST OUT -OF -PLANE LOADS IN ACCORDANCE WITH ITEM 5.5. THIS APPLIES TO ALL TRUSSES WITH A RAISED HEEL CONDITION THAT BEAR ON AN EXTERIOR WALL. TRUSS MANUFACTURER'S TRUSS LAYOUT SHALL SHOW ALL CONNECTIONS BETWEEN TRUSSES AND OTHER TRUSSES AND BETWEEN TRUSSES AND WOOD BEAMS. =TER CONNECTION TO DOUBLE USE SIMPSON H16 OR H16-2 AT EACH TRUSS WHERE POSSIBLE. PROVIDE ADDITIONAL TIEDOWNS FOR GREATER UPLIFTS. WHERE THE H-16 CANNOT BE USED (EG. ON 3-PLY GIRDERS, AT CORNERS, ETC.) USE SIMPSON HTS16 AND ADDITIONAL TIEDO::/NS TO MEET UPLIFT REQUIREMENTS. PRE-ENGINEERED ROOF TRUSSES TO BE APPROVED BY ENGINEER OF RECORD. FLOOR RAFTER/ I —JOIST/ CONVENTIONAL FRAMING CONNECTION TO DOUBLE TOP PLATE OR DIRECT BEARING ON WOOD BEAM USE SIMPSON H2.5A AT EACH MEMBER (WITH OR WITHOUT UPLIFT) WHERE POSSIBLE. PROVIDE ADDITIONAL TIEDOWNS FOR GREATER UPLIFTS. USE TRUSS HANGERS TO ATTACH FLOOR TRUSSES TO LVL BEAMS IF LESS THAN 3-1/2" SQUARE BEARING AREA IS PROVIDED. PRE-ENGINEERED FLOOR TRUSSES/JOIST TO BE APPROVED BY ENGINEER OF RECORD. FOR ADDITIONAL TIEDOWNS AS REQUIRED. WINDOWS / DOORS EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY AND BEAR AN AAMA, WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY INDICATING COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ANSI/AAMA/NWWDA. WINDOW AND DOOR ASSEMBLIES SHALL BE ATTACHED IN STRICT ACCORDANCE WITH THE PUBLISHED MANUFACTURER RECOMMENDATIONS TO ACHIEVE RESISTANCE TO APPROPIATE WIND SPEED WITH 3 SECOND DESIGN WIND GUSTS AND SHALL INCLUDE THE SPECIFICATION OF BUCK STRIP MATERIALS AND ANCHORING. WOOD CRIBS ABOVE ARCHED WINDOWS SHALL COMPLY WITH DRAWING DETAIL CONTAINED HEREIN. ALL SHIM MATERIALS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, AND LOCATED AND APPLIED IN A THICKNESS CAPABLE OF WITHSTANDING THOSE LOADS. THE DESIGN RESPONSIBILITY FOR THE INSTALLATION OF DOORS AND WINDOWS IS DELEGATED TO THE SPECIALTY ENGINEER OF THE MANUFACTURER AS REINFORCED WITH IN ALL TESTING DATA REQUIRED SUBMITTED IN CONJUNCTION WITH THIS PLAN. OPENING PERIMETERS HAVE BEEN DESIGNED TO TRANSMIT THE IMPOSED LOADS TO THE MAIN WIND FORCE RESISTING SYSTEM. DESIGN DATA BASIC WIND SPEED: 150 MPH WIND IMPORTANCE FACTOR: 1.0 RISK BUILDING CATEGORY: II WIND EXPOSURE: B BUILDING: ENCLOSED INTERNAL PRESSURE COEFFICIENT (Cnet) SHALL BE IN ACCORDANCE WITH TABLE 1609.6.2 OCCUPANCY: R3 CONSTRUCTION TYPE: V-B 1. WIND LOADS ARE BASED ON A WIND VELOCITY OF 150 MPH APPLIED FOR A FULLY ENCLOSED STRUCTURE. 2. THIS BUILDING IS DESIGNED AS A FULLY ENCLOSED BUILDING BASED ON ALL OPENINGS BEING PROTECTED OR HAVING MISSILE IMPACT GLASS. 3. WIND DESIGN LOADS WERE DETERMINED BASED ON THE FOLLOWING: BASIC WIND SPEED = 150 MPH, BUILDING CATEGORY 11, IMPORTANCE FACTOR = 1.0 WIND EXPOSURE = B, INTERNAL PRESSURE COEFFICIENT = f0.18. FULLY ENCLOSED BUILDINIG THIS DOCUMENT HAS BEEN SIGNED AND SEALED BY JULIAN A. AGUILAR N, P.E. USING A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND SHA AUTHENTICATION CODE MUST BE VERIFY ON ANY ELECTRONIC COPIES P 713 �CA# 6 .. STATE 5010/�E BRADENTON, FL. 34203 (941)704-3786 ALLOWABLE WIND PRESSURES BASED ON ASCE 7-16 CHAPTER 30;' PART 1-ENCLOSED BUILDINGS S a WALL WIND PRESSURES E S m EFFECTIVE WIND AREA P❑SITIVE NEGATIVE ZONE (sq-ft) PRESSURES PRESSURES Ln n n) 10 1 19.9 21,6 _8 > ' 20 18 2 20,8 s 4 ° ai 50 17,4 19.9 CD Ln 100 16,5 18.2 II o 10 19,9 2&7 - 0- w 20 18.2 25.0 5 > 50 17.4 22.4 100 16.5 20.8 APPLICABLE BUILDING FACTORS Vd C,85 In directionalit 3 Building Edge I i a Zone Wall Zones Description FIGURE 30.3-1 Components and Cladding [h<_ 60 ft]: :xternal Pressure Coefficients, (GCp), for Enclosed an( Partially a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. Exception: For buildings with a=0° to 70 and a least horizontal dimension greater than 300 ft, dimension a shall be limited to a maximum of 0.8h. h = Mean roof height, in ft, except that eave height shall be used for e:5 10- e = Angle of plane of roof from horizontal, in degrees 3r 3 a a -]a�- 2n L-- - 2n- fie a I I , T ( 4 I I I I I I gel'2e I I I I I I 2r I I I I I I 3e 2n r 2n +3e 3r/ `3r go Roof Zones Description FIGURE 30.3-2B Components and Cladding [h<_ 60 ft]: External Pressure Coefficients, (GCp), for Enclosed and Partially. Enclosed Buildings - Gable Roofs, 7°<6<_20° (Roof) and (Overhang) a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. if an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include any overhang distances. B= Horizontal dimension of building measured normal to wind direction, in ft h = Mean roof height, in ft, except that eave height shall be used for e_< 10' E) = Angle of plane of roof from horizontal, in degrees ALLOWABLE WIND PRESSURES BASED ON ASCE 7-16 CHAPTER 30; PART 1 - ENCLOSED +, BUILDINGS o� ROOF WIND PRESSURES EFFECTIVE WIND AREA P❑SITIVE NEGATIVE OVERHANGS co ZONE (sq-ft) PRESSURES PRESSURES NEGATIVE PRESSURES 4- Ln 10 11,5 36,8 45.2 Pq 20 10.6 3&8 452 0j 1,2e � 50 9,8 21.6 351 Ln Q 100 9.6 11.5 28A W 10 11,5 53.7 62,1 _ D_ 20 1016 46.9 57.1 £ 2r,3e 50 9.8 36,8 503 100 9.6 30A 44.4 v 10 11,5 53,7 62.1 20 10,6 463 57,1 s ° s 2n 50 9.8 3&8 50,3 r, 100 9.6 30,1 1 44,4 II 10 11,5 63.8 82.4 +' 20 10.6 55.4 70,6 3r 50 9,8 413 53,7 > 100 9.6 33.4 41,9 APPLICABLE BUILDINGS FACTORS G= 0,85 Gust Effects e= 14,03° Roof Angle u _ 3 Bullding Edge Zone h/B< N/A Roof Mean Heigh 15' N❑TE+ WIND PRESSURES SHOWN HAVE BEEN REDUCED BY A FACTOR ❑F 0,60 SHEATHING NOTES: R803.2.2AlIowa ble spans. The minimum thickness and span rating for wood structural panel roof sheathing shall not exceed the values set forth in Table R803.2.2. TABLE R803.2.2 MINIMUM ROOF SHEATHING THICKNESS Rafter Truss Spacing 24 in. o.c. WIND SPEED 115 mph 120 mph 130 mph 140 mph 150 mph 160 r,,nh 170 mph 180 mph Minimum Sheathing Thickness, inches (Panel Span Rating) Exposure B 7/16 (24/16) 7/16 (24/16) 7/16 (24/16) '(24/16) 7/16 15/32 (32/16) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) Minimum Sheathing Thickness, inches (Panel Span Rating) Exposure C 7/16 (24/16) 7/16 (24/16) 15/32 (32/16) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) 23/32 (48/24) Minimum Sheathing Thickness, inches (Panel Span Rating) Exposure D 15/32 (32/16) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) 19/32 (40/20) 23/32 (48/24) 23/32 (48/24) R803.2.3.1 Sheathing fastenings. Wood structural panel sheathing shall be fastened to roof framing in accordance with Table R803.2.3.1. Where the sheathing thickness is 15/32 inches and less, sheathing shall be fastened with ASTM F1667 RSRS-01 (23/8" X 0.1 13") nails. Where the sheathing thickness is greater than 15/32 inches, sheathing shall be fastened with ASTM F1667 RSRS-03 (21/2" x 0.131 ") nails or ASTM F1667 RSRS-04 (3" x 0.120") nails. RSRS-01, RSRS-03 and RSRS-04 are ring shank nails meeting the specifications in ASTM F1667. R803.2.3.1 ROOF SHEATHING ATTACHMENT: WIND SPFFD Rafter/Truss Spacing 115 m h 120 m h 130 m h 40 mph 150 mph 160 mph 170 m h 180 m h 24 inc. o.c. E F E F E F E F E F E F E F E F Exposure B Rafter/Truss SG = 0.42 6 1 6 6 6 6 6 6 6 4 4 4 4 4 4 Rafter/Truss SG = 0.49 6 12 6 2 6 6 6 6 6 6 6 6 6 6 6 Rafter/Truss SG = 0.491 6 16 16 16 (6 I6 (6 16 I6 I6 I4 14 14 I4 Rafter/Truss SG = 0.42 6 16 6 14 14 14 I4 4 13 13 3 13 3 13 Rafter/Truss SG = 0.49 6 1 6 6 6 '6 6 4 4 4 4 4' 4 4 4 gn J Z V' Jooz� o zwJ=z-�5 O=Q~ wz�o�o W dowo�= �z Wo-Fo»o- lu �m°'ozy o o�<Z �QOUo Wz��Jow r J 2, U Y W dzcn�z wooaoN� Uj 0 w i ZZ =wowo�o ��U4UdF- UJ LU Q Z X LU 'Z W 0 UJI CN Z W � `0 M Q Z W J LL W Q J CO U -� LLJM L% Q00 Q M Q o N Q _. Q C. Z O fl,U m J _ . .0 r, L5 w o 0 Z C Z � Q E Q,v= �U w c E_ o� zw =lzca —! 0 o aa) E �ml ::D Z 00Uy w .� �n RAISED SEAL SEAL DATE: JULIAN A. AGUILAR N. PE# 71367 CA#29488 5010 60TH DR. E BRADENTON, FL. 34203 SCALE SHOWN JOB 2023-18A DATE 1012312023 DRW BY JAA SHEET SP- 1 OF 1 SHEETS