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HomeMy WebLinkAbout4838 17th StR E V I S 1 0 N S AFTER THE FACT HOUSE REMODELING 4838 17th St, Zephyrhills, FL 33542 CARPORT CONVERSION TO MASTER BEDROOM LOCATION IN THE BLOCK SCALE: NTS FOOTPRINT SCALE: NTS 8 PROJECT LOCATION F- I n I) I I-1 A n n n A A WORK AREA DRAWING INDEX SHT. No. DESCRIPTION CS1.0 COVER SHEET A1.0 EXISTING FLOOR PLANS & ELEVATIONS A2.0 PROPOSED FLOOR PLANS & ELEVATIONS A3.0 ELECTRICAL PLAN & DETAILS S1.0 STRUCTURAL NOTES & WIND ZONE DATA 1Vd3� PREV '",.Cl� AIIIIVG _OQ,P&�`'}Cise� �aO CODE - c�O CODE, � W. iA ry OF ZEPHYRILLS vl VI1 ��� FC 14 ?0 ORDINANCESOf OFF DESIGN DATA & CONSULTA (RECTORY IMPORTANCE (RISK) CATEGORY: II EXPOSURE CATEGORY: B WIND SPEED: 138 MPH ALTERATION LEVEL: II APPLICABLE CODES: 2020 FLORIDA BUILDING CODE, 7th Edition 2020 FLORIDA BUILDING CODE, 7th Edition - RESIDENTIAL 2017 NATIONAL ELECTRIC CODE SCOPE OF WORK: AFTER THE FACT HOUSE REMODELING. LEGAL DESCRIPTION: Lot 13 an the North 2 of Lot 12, Block 22, Moore's First Addition to the Town of Zephyrhills, according to plat thereof as recorded in Plat Book 1, Page 57, of the Public Records of Pasco County, Florida. FLOOD ZONE: "X" PER FEMA FLOOD MAP ID 12101CO456F EFFECTIVE DATE, SEPTEMBER 26, 2014. OWNER: 3705 N 11St LLC ADDRESS: 4015 Cardinal Ct Land O' Lakes, FL 34639 DESIGNER: ANDRES HENAO 9008 Bana Villa Ct Tampa, FL 33635 813-842-9421 CONTRACTOR: ---- ENGINEER: �L_ GENERAL PROJECT NOTES 1. The contractor shall be responsible for means, methods, techniques, and sequences os construction, and shall follow all local, state, and federal safety programs/regulations. 2. All trades to coordinate with each other and fully be informed and aware of the work of each others. 3. The contractor shall be responsible for coordination of all work concerning provisions for and installation of any equipment noted nic. 4. Details are intended to show the intent of the design, minor modifications may be required to suit the field dimensions or conditions and such modifications shall be included as part of the work of the INTERIOR contract. REMODELING 5. All subcontractors shall be city and state licensed as required. 6. All work shall conform to the 2020 (7th edition) florida building code and national electric code, and all other applicable local, state and federal codes and ordinances, and all authorities having local jurisdiction. 7. The information on the drawings is as exact as could be secured, absolute accuracy is not guaranteed, and the g.c. shall obtain exact locations, measurements, levels, etc. and shall satisfactorily adapt his work to the actual field conditions. do not scale prints. verify all questionable dimensions with the designer prior to commencing work. 8. Items noted as "by owner" are to be coordinated with owner and purchased and installed by contractor. 9. All subcontractors shall be responsible for obtaining permits for their respective scopes of work prior to construction. 10. Contractor/builder shall verify all termite damaged areas for additional elements to be repaired 2020 Florida Building Code 7th Edition PERMIT INTENT. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any of the provisions of the technical codes, nor shall issuance of a permit prevent the building official from thereafter requiring a correction of errors in plans, construction, or violations of this code.These documents are not in final form, but are being transmitted to public agencies to receive agency reviews, comments and interpretations. The documents may subsequently be revised by the designer &/or engineer to reflect resolution of issues with the public agencies prior to final action by the agencies changes, revisions and modifications to a project may prompt additional document submittal for agency approval action on the same project.These documents shall not be filed for public record without the designer & engineer of record's knowledge and consent. These documents are to the best of the architects or engineers knowledge, the 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 this section and Chapter 633, Florida Statutes AREA SCHEDULE EXISTING (SF) CHANGE (SF) PROPOSED TOTAL (SF) EXISTING LIVING AREA (CONDITIONED) 1,042 ---- 1,099 EXISTING FRONT PORCH 32 ---- 32 EXISTING CARPORT 198 -198 0 EXISTING FLORIDA ROOM & BATH 240 -240 0 NEW MASTER BEDROOM (CONDITIONED) --- 198 198 NEW DINING ROOM & BATH (CONDITIONED) ---- 240 240 TOTAL 1,512 0 1,512 (UNDER ROOF) TOTA CONDITIONED 1,480 (SF) No DATE 0 0 O H U o � v rn ct U � � Q N 0C °'O � o OQ � Q a W 1W No III& Ow JJ wo 13: O/ O W � M w N W E_ � TITLE SHEET I COVER SHEET - I HEREBY CERTIFY THAT I HAVE REVIEWED THIS DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 7TH EDITION (2020) OF THE F.B.C. - THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. `xxiiII1uu11111 °RES HFko o q��'�. °° ° No 7 ° ° ° c 4�0°0STATE OF o AZ �°°0�0ORIDp;°° �t�`��� NALV�G�� This item has been digitally signed and sealed by ANDRES C. HENAO on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies" JOB No: H LH23-065 DRAWN BY: ACH REVIEW BY: DATE: 11-02-2023 SCALE: SEE PLAN SHEET NUMBER CS1 M0 ELECTRICAL PANEL TO BE RELOCATED WINDOW TO BE REPLACED IN KIND CONVERT LAUNDRY IN NEW BATHROOM & LAUNDRY LAUNDRY CARPORT TO BE CONVERTED IN NEW BEDROOM CARPORT ------ ---------- ------------ --------------------- _ DOOR TO - rilliz REMAIN WINDOW REMAIN I FLORIDA ROOM i I CONVERSION TO DINING ROOM II II FLORIDA I I 'I ROOM I I I I I I WINDOW TO BE REPLACED IN KIND BATH WINDOW TO BE I REPLACED IN KIND 5' I III o �o REF. DOOR TO III BE REMOVED IIII KITCHEN * W-V III WALL SECTION III TO BE REMOVED III REPAIR (1) III PRE-ENGINEERED WOOD ROOF TRUSS, III AS PER DETAILS IIII IIII IIII IIII IIII IIII SCOPE OF WORK: LIVING ROOM WINDOW TO BE REPLACED IN KIND W%H I s J_ WINDOW TO BE REPLACED IN KIND WINDOW TO BE REPLACED IN KIND WINDOW TO BE N11 REPLACED I DINING ROOM BATH BEDROOM #2 -------------- II \ II WALL SECTION i TO BE REMOVED I II � II — I I II II II i WINDOW TO BE REPLACED I 1 I I I I I --- BEDROOM #1 OPEN / _ WINDOW TO BE PORCH REPLACED IN KIND EXISTING FLOOR PLAN SCALE: 1 /4"=V-0" PROJECT RELATED TO CODE CASE # 1965-2023 1. CONVERSION OF EXISTING CARPORT AND LAUNDRY ROOM IN NEW MASTER BEDROOM AND MASTER BATHROOM 2. CONVERSION OF EXISTING CONDITIONED FLORIDA ROOM IN NEW DINING ROOM. 3. REMOVE INTERIOR PARTITION WALLS AS SHOWN 4. CONSTRUCTION OF NEW EXTERIOR (NON LOAD BEARING WALL) IN CARPORT AREA. 5. RELOCATE EXISTING INTERIOR BATHROOM. 6. CONSTRUCTION OF NEW SHOWER IN EXISTING HALF BATH. 7. REPLACE ALL EXISTING WINDOWS EXCEPT FOR FLORIDA ROOM AREA. 8. REPLACE EXISTING DOOR AND INSTALL NEW DOORS. 9. REMOVE CERAMIC TILE AND INSTALL NEW VINYL OR CERAMIC FLOORING 10. REPLACE ALL ELECTRICAL FIXTURES, REWIRE ONLY FOR NEW AREA AND NEW ELECTRICAL FIXTURES. 11. ELECTRICAL PANEL TO BE RELOCATED 12. INSTALL NEW PLUMBING FOR BATHROOMS, 13. REPLACE ALL PLUMBING FIXTURES. 14. AC UNIT TO BE REPLACED. 15. REPAIR DRYWALL HOLES AND INSTALL NEW DRYWALL IN NEW WALLS AREA 16. PAINT ALL INTERIOR AND EXTERIOR WALLS 17. REPAIR ONE ROOF TRUSS AS PER DETAILS. 18. ROOFING REPLACED IN A SEPARATE PERMIT BGR-007033-2023. 19. INSTALL NEW R-13 INSULATION FOR NEW EXTERIOR WALLS. 20. INSTALL R-38 INSULATION IN ATTIC FOR NEW MASTER BEDROOM AREA. 21. CONTRACTOR/BUILDER TO VERIFY EXISTING INSULATION TO COMPLY WITH 2020 FBC—RESIDENTIAL. 22. NO EXCAVATIONS TO BE DONE WALL LEGEND 8" BLOCK MASONRY WALL ® 8" BLOCK MASONRY WALL + 1 FACE FURRING' 4" INTERIOR PARTITION WALL ® 4" WOOD EXTERIOR WALL NEW 4" WOOD EXTERIOR WALL NEW 4" INTERIOR PARTITION WALL WALL SECTION TO BE REMOVED EXISTING FRONT ELEVATION SCALE: 1/4 =V-0" EXISTING LEFT ELEVATION SCALE. 1/4 —1 -0 EXISTING RIGHT ELEVATION SCALE: 1 /4"= V-0" SECTION R318 PROTECTION AGAINST TERMITES R318.1 Termite protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, "Registered termiticide." Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." R318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. R318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a Chemical soil treatment, including spaces boxed or formed. R318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system that is in compliance with the requirements of Chapter 482, Florida Statutes shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R E V I S 1 0 N S No DATE A E-O7 nut JW woF Xx I� O� w � O rig c� � N W � I TITLE SHEET I EXISTING FLOOR PLAN - I HEREBY CERTIFY THAT I HAVE REVIEWED THIS DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 7TH EDITION (2020) OF THE F.B.C. - THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. �uuuuii °��G �a����. ° °o 0 No. i w STATE OF "This Item has been digitally signed and sealed by ANDRES C. HENAO on the date adjacent to the seal. Printed copies of this document ore not considered signed and sealed and the signature must be verified on any electronic copies' JOB No: HLH23-065 DRAWN BY: ACH REVIEW BY: DATE: R318.1.8 If a registered termiticide formulated and used for subterranean R318.1.1 through R318.1.6 do not apply. registered termite Application as a wood treatment is prevention, Sections of the wood treatment 11-02-2023 SCALE: SEE PLAN termiticide shall be as required by label directions for use, and must be SHEET NUMBER completed prior to final building approval. Al ■ PROPOSED FLOOR PLAN SCALE: 1 /4"=1 "-0" DOOR SCHEDULE No. QTY. DESCRIPTION DIMENSIONS WxH TYPE MATL MANUFACTURER REMARKS 01 2 EXTERIOR SWING DOOR SO" x 6'8" --- WOOD Masonite International NON —IMPACT a 2 INTERIOR SWING DOOR 2'0" x 6'8" --- WOOD Masonite International --- ID 4 INTERIOR SWING DOOR 2'6" x 6'8" --- WOOD Masonite International --- ® 3 INTERIOR SWING DOOR 2'8" x 6'8" --- WOOD Masonite International --- 0 1 INTERIOR BI—FOLD SO" x" 6'8" --- WOOD Masonite International --- ® 1 INTERIOR BI—FOLD 1 6'0" x 6'8" — — — WOOD Masonite International --- WINDOW SCHEDULE OPERABLE/ NON —OPERABLE WINDOWS No. QTY. DESCRIPTION PRODUCT # EGRESS GLAZING WIN SILL DIMENSIONS WxH MANUFACTURER REMARKS �A 1 SINGLE HUNG 70 Series NO INSULATED SEE DTL. 18" x 36" Silver Line IMPACT © 4 SINGLE HUNG 70 Series NO INSULATED SEE DTL. 36" x 36" Silver Line IMPACT © 6 SINGLE HUNG 70 Series NO INSULATED SEE DTL. 36" x 48" Silver Line IMPACT D� 2 1 SINGLE HUNG 70 Series YES I INSULATED SEE DTL 36" x 62" Silver Line IMPACT WALL LEGEND 8" BLOCK MASONRY WALL 8" BLOCK MASONRY WALL + 1 FACE FURRING 4" INTERIOR PARTITION WALL 4" WOOD EXTERIOR WALL NEW 4" WOOD EXTERIOR WALL NEW 4" INTERIOR PARTITION WALL d " WALL SECTION TO BE REMOVED FBC - APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE OF FLORIDA APPROVAL NUMBER APPROVED DATE WINDOWS SINGLE HUNG Silver Line Building Products Corp. FL14911.5—R12 12/15/2020 EXTERIOR DOORS SWINGING Masonite International FL22513.6—R3 11 /17/2020 PANEL WALLS (Fiber —Cement Lap Siding) SIDING James Hardie Building Products FL13192.1—R6 2/9/2021 FBC - APPROVED PRODUCTS LIST PRODUCT SUB CATEGORY MANUFACTURER CONNECTOR STATE OF FLORIDA APPROVED DATE CATEGORY APPROVAL NUMBER STRUCTURAL Simpson SP1 FL10456.7—R6 9/29/2023 COMPONENT WOOD CONNECTOR Strong —Tie Corp. SP2 FL10456.7-R6 9/�9/2023 PROPOSED FRONT ELEVATION SCALE: 1 /4"= V-0" PROPOSED LEFT ELEVATION SCALE. 1/4 —1 -0 PROPOSED RIGHT ELEVATION SCALE: 1 /4"=1 "-0" SIDING TO MATCH EXISTING R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing, facing or adjacent to 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 pone in multiple glazing. Exceptions: 1.Glazing that is more than 60 inches (1524 mm), measured horizontally from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool or from the edge of a shower, sauna or steam room. 2.Outboard sacrificial panes in laminated insulating glass units in walls where the exterior of the unit is not exposed to any of the hazardous locations specified in Section R308.4. _ R E V I S I O N S No DATE A A A A Q N 6 A F� V w dV- o W Ew--I � TITLE SHEET PROPOSED FLOOR PLAN - I HEREBY CERTIFY THAT I HAVE REVIEWED THIS DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 7TH EDITION (2020) OF THE F.B.C. - THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. � `11%J111111p1I raORES 3 1 rlwilm-1 ° 000. 8TATE OF o&O1 0*00*0 1111 NAL111111 �N��`• This item has been digitally signed and sealed by ANDRES C. HENAO on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies' JOB No: H LH23-065 DRAWN BY: ACH REVIEW BY: SCALE: SHEET NUMBER A2w0 ELECTRICAL LEGEND RECESSED/PENDANT CEILING LIGHT. CEILING FAN WITH LIGHT. DROP HANGING LAMP WALL MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED LIGHT EP CIRCUIT BRAKER PANEL SINGLE POLE SWITCH. THREE WAY SWITCH. DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. GROUND FAULT INTERRUPTER RECEPTACLE. wP-G11 WEATHER PROOF OUTLET 220 V RECEPTACLE ®EF BATHROOM EXHAUST FAN SMOKE DETECTOR, CEILING MOUNTED PER THE N.E.C. & NFPA. SMOKE AND CARBON MONOXIDE DETECTOR. g ELECTRIC METER LIl CU DISC. NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED REVIEW POWER & LIGHTING PLANS AND DETAILS FOR ITEMS WHICH APPLY TO THIS PROJECT. ALL DEVICES MARKED WITH "E" ARE EXISTING 2"x4" PT BOLTED TO WALL w/ J" x 3 J" TAP CON ® 24" O.C. OR i" ANCHOR BOLT ® 48" O.C. FILL CELL 8" CONC. BLOCK WALL - 2X4 WALL @ 16" O.C. w/ 1/2" PLYWOOD SHEATHING ® EXTERIOR BEARING WALLS (1/2" DRYWALL FOR INTERIOR BEARING WALLS) 1/2" DRYWALL 2"x P.T. FURRING 16" O.C. FRAME TO BLOCK DETAIL SCALE: NONE PROPOSED ELECTRICAL PLAN SCALE: 1 /4"= V-0" WINDOW ASSEMBLY SEALANT FASTENERS AS REQUIRED BY WINDOW MANUFACTURE MARBLE SILL. SET IN MASTIC SET WINDOW FRAME IN SEALANT ELECTRICAL NOTES: PER CAST 1. ALL ELECTRIC WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONC. SILL CAULK SEAM AT WINDOW INSTALLATION NATIONAL ELECTRIC CODE, AND/OR APPLICABLE LOCAL OR STATE 1 "x4" FURRING � •� ;_' SET SILL IN FULL MORTAR BED ORDINANCES REGARDING ELECTRIC INTERRUPTION AND SAFETY STANDARDS. RIDGE INSULATION A (FACE SHELL & WEB BEDDING) 2. PRIOR TO ROUGH —IN CONTRACTOR AND OWNER SHALL VERIFY REQUIRED THICKNESS MIN J", MAX 1". LOCATIONS OF ALL SWITCHES AND OUTLETS. 3. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES 8" CMU WALL, MIN. (1) AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: J" DRYWALL WI VERTICAL BAR PER WISILL a. ALL OUTLETS AT BATH VANITIES AT 36" A.F.F. UNLESS OTHERWISE sTucco FINISH SPECIFIED b. ALL OUTLETS AT KITCHEN CABINETS AT 48" A.F.F. MASONRY SILL C. ALL WALL OUTLETS AT 18" A.F.F. SCALE: NONE OPTIONAL d. ALL BOTTOMS OF SWITCHES AT 36" A.F.F. e. ALL BEDROOM'S TO HAVE AFCI'S NEC 210-12. 4. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPS) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. APT SMOKE DETECTORS TO BE 120V WITH BATTERY BACKUP CONNECTED IN TANDEM AND WIRED ON ONE (1) CIRCUIT. 5. PROVIDE AND INSTALL GROUND FAULT CIRCUIT — INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH THE CURRENT N.E.C., AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 7. ELECTRICAL PLANS FOR REFERENCE ONLY. QUANTITY AND DISTRIBUTION OF ALL FIXTURES SHALL BE RESPONSIBLY OF THE ELECTRICAL CONTRACTOR ALL BEDROOMS MUST COMPLY WITH SMOKE AND CARBON MONOXIDE ALARM REQUIREMENTS, AS PER SECTIONS R314 AND R315 OF THE 2020 FBC—RESIDENTIAL OTRUSS DETAIL SCALE: NONE SIMPSON C16 STRAP OVER TOP PLATE, EACH OPENING SIDE ,—EXISTING BEAM (2) JACK STUDS EACH SIDE OF OPENING CRIPPLE STUD EACH SIDE OF OPENING OWINDOW OPENING DETAIL SCALE: NONE EXISTING CONNECTOR #30 FELT CONT. MTL. EAVE DRIP EXISTING SOFFTING SIMPSON SP2, TYP. FIBER CEMENT SIDING OVER MIN. A" OSB OR PLYWOOD SHEATHING J"x3 J" TAP -CONS @ 24" O.C. OR J" ANCHOR BOLT MAX. 48" O.C. \\\ SIMPSON SP1, TYP.-____� MIN EXISTING TRUSSES TERMITE DAMAGED WEB TO BE REMOVED unu n..•'r, v n un wro SIMPSON C16 STRAP OVER TOP PLATE, EACH OPENING SIDE ,—EXISTING BEAM R-38 INSULATION (2) JACK STUDS EACH SIDE OF OPENING CRIPPLE STUD EACH SIDE OF OPENING J"x3 J" TAP -CONS @ 24" O.C. ODOOR OPENING DETAIL SCALE: NONE R-38 EXISTING BEAM INSULATION 2"x4" S.Y.P. #2 TOP PLATE R-13 INSULATION —J" GYPSUM BOARD 2"x4" STUD ® 24" O.C. 2"x4" S.Y.P. #2 P.T. BOTTOM PLATE - 2"x4" P.T. BOTTOM PLATE a a a EXISTING SLAB OEXTERIOR NON -LOAD BEARING WALL SCALE: NONE SECTION A FOUR -STUD CORNER r-INSULATION (2) VERTICAL BARS DECO TRIM r EACH SIDE OF JAMB, GROUT CORES FULL FOAM INSUL. AROUND 2"x4" STUDS GYP. BD. SUPPORTED WINDOW JAMB BY CORNER CLIPS STUCCO FINISH BR 2"x4" PRESSURE OVER CMU WINDOW ASSEMBLY" PLYWOOD/IF TREATED BOTTOM SHEATHING PLATE If/F •'.. --SEALANT ml�dA�_Jl ;. Q. FOUR STUD U-CORNER INSULATION 1 "x8" P.T. WOOD NAILED AROUND OPENING ANCHOR TO MASONRY WITH �"x5" TITEN HD BOLTS @ 24" O.C. 2"x4" STUDS GYP. BD. SUPPORTED METAL CORNER BEAD BY CORNER CLIPS P.C. CONCRETE LINTEL ABOVE, 2°x4" PRESSURE P.D. MIN BEARING EACH END 8" PLYWOOD TREATED BOTTOM SHEATHING PLATE 11 MASONRY WALL WINDOW/DOOR JAMB SCALE: NONE 2"x4" STUD CORNER DETAILS OPTIONAL O SCALE: NONE SHEATHING 1. APPLY MOISTURE BARRIER TAPE TO SILL & FOLD 4" DOWN, EXTENDING 6 IN. TO EACH SIDE. DO NOT STAPLE TAPE. ROUGH FRAMING 2. APPLY MOISTURE BARRIER TAPE TO JAMBS OF ROUGH OPENING & FOLD 4" OVER SHEATHING & 6" ABOVE & BELOW ROUGH OPENING 2"x4" TOP CHORD 10d COMM( NAIL ® 3" 0. x4" S.Y.P. #: TO NEW WEE SECTION A -A NEW 2"x4" S.Y.P. #2 WEB 2"x4" TOP PLATE" GAP BETW. CEILING JOIST USE (3) 16d TOENAILS TRUSS BOTT. CHORD TO TOP PLATE - GYPSUM BOARD 2"x4" STUD @ 24" O.C. BASE TRIM 2"x4" P.T. BOTTOM PLATE NOTE: ALL DOOR OPENINGS TO HAVE 2"x4" BACKING NON -LOAD BEARING WALL SCALE: NONE 3. REPEAT STEP 2 BUT FOR TOP OF ROUGH OPENING. LEAVE OUTER EDGES UNSTAPLED FOR FUTURE INTEGRATION W/ WALL MOISTURE BARRIER NOTE: IT IS EXTREMELY IMPORTANT TO WRAP ROUGH OPENINGS WITH MOISTURE BARRIER TAPE BECAUSE THIS IS WHERE LEAKS ARE MOST LIKELY TO OCCUR & BECAUSE THE FRAMING IS MOST VULNERABLE AT OPENINGS. THIS PROCEDURE IS ADEQUATE FOR MOST EXPOSED SITUATIONS BEACAUSE ALL LAYERS OVERLAP IN AN ORDER THAT DIRECTS WATER AWAY FROM THE STRUCTURAL FRAME OF THE BUILDING. SIMPLER METHODS MAY BE EMPLOYED WHERE EXPOSURE TO RAIN IS NOT LIKELY TO OCCURRED. FOR THE METHOD SHOWN, USE 6" WIDE PROTECTO WRAP'S BUILDING TAPE"BT20 XL" OR EQUAL AND INSTALL AS PER MANUFACTURERS INSTRUCTIONS. NOTE: THIN FILM TYVEK TAPE OR SIMILAR ARES NOT EQUAL SUBSTITUTES ©WINDOW/DOOR ROUGH OPENING WRAP SCALE: NONE DOOR AND WINDOW ATTACHMENT NOTES: DOOR ATTACHMENT To FRAME OR DOOR ATTACHMENT TO i BY All exterior windows & glass doors are required to be tested in 2x BUCK SUB -BUCK accordance with ANSI/ AMMA/ NWMDA 101 / IS2 Standard and bear - 18 x2 }' wood screws - Ill" masonry screws - 1.15 minimum embed. - 1.25 minimum embed.- - an AMMA or WDMA label identifying the manufacture, performance - 0.25 maximum shim between 0.25 maximum shim between characteristics and approved product testing entity. DOOR SDEUrE frame and 2x sub -buck. frame and 1x sub -buck. ANCHORING JAMBS SIDELITES - actual profile of the door - maintain same screw pattern All exterior windows & doors shall be anchored per published frame components may vary as shown above manufacture's instructions to achieve the design pressures specified. All exterior windows & doors having a buck thickness less than 1-1/2" shall be anchored through the jam and into the structural substrate. Those exterior windows & doors having a buck thickness of 1-1/2" or greater may be attached to theFT buck as per the manufactures instructions and the buck shall be attached to the structural substrate as detailed in these plans DOOR SIDEUTE DOOR Sulu SIDELIM All exterior window bucks shall extend beyond the interior lip of ANCHORING HEAD/SILL-INSWING ANCHORING HEAD/SILL-OUTSWING the window frame as indicated in these plans. Window and Door manufacture shall provide technical information and written installation instructions. Window & Door sizes shown are nominal and exact sizes shall be provided by the window manufacture. TW DOW= MIMS %Isar HM slaw OMM F RM 6 A OFFEE CE OF CONEarOR sW PLMl SE H C0 snEit Ivor aR Pa AMnaN OF ANCHOR HINGE USING (2) f l G x 2 ANCHOR THERNA-TRU ANCHOR ASTRAGAL THE nxr sLr. txczrial6 m G waAlFrcn sE NsrAUATaK xaIRUC110IS IFE11Na srwnxms ser J" SCREWS PER HINGE LOCATE IN SECURITY STRIKE USING KEEPER PLATE USING IN TNE FLM BULM (xbE HOLES CLOS57 TO WEATHERSTRIP #8x2 I- SCREWS 18x2 F SMEWs ANCHORING HARDWARE ODOOR & WINDOW ATTACHMENT DETAIL SCALE: NONE MANUFACTURE REQUIREMENTS SHALL SUPERSEDE THESE INSTRUCTIONS R E V I S 1 0 N S No DATE A A Z O O F-4 N N N 00 00 O M a0 � O Q r1-I W ow JF wo Xx I� O� w N O M M O wM N W � I TITLE SHEET I ELECTRICAL PLAN & DETAILS - I HEREBY CERTIFY THAT I HAVE REVIEWED THIS DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 7TH EDITION (2020) OF THE F.B.C. - THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. tjJ s1",# ft.. t� QF';� I� E,N T , STATE OF °'g- P _�*7 ONAL9;%%%�� 'This item has been digitally signed and sealeI by ANDRES C. HENAO on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies" JOB NO: HLH23-065 DRAWN BY: ACH REVIEW BY: DATE: SCALE: SHEET NUMBER A10 LIST OF ABBREVIATIONS: EA. WAY = EACH WAY REINF. = REINFORCING TYP. = TYPICAL STL. = STEEL EL. = ELEVATION U.O.N. = UNLESS OTHERWISE NOTED F.F.E. = FINISH FLOOR ELEVATION W.W.F. = WELDED WIRE FABRIC O.C. = ON CENTER A.F.F. = ABOVE FINISH FLOOR CONC. = CONCRETE COL. = COLUMN S.Y.P. = SOUTHERN YELLOW PINE P.T. = PRESSURE TREATED All Materials, Workmanship, Design and Construction Shall Conform to the Drawings, Specifications 2020 FBC-RESIDENTIAL, 7th Edition. DESIGN LOAD CRITERIA: Roof Live Load______________ -------------------------------------20 Psf Floor Live Loade___________ -------------------------------- Roof Dead Load_____________________ --------40 Psf --------------------------15 Psf Floor Dead Load---------------------- ----------------------------25 Psf Structural Drawings Shall be Used in Conjunction With Architectural Drawings For Bidding And Construction. Contractor Shall Verify Dimensions and Conditions For Compatibility and Shall Notify Architect of Any Discrepancies Prior to Construction Contractor Shall Verify All Existing Conditions Prior to Commencing Any Work And Determine The Location of All Adjacent Underground Utilities Prior to Commencing Excavation, and Notify Architect of Discrepancies and Conflicts. Contractor Shall Provide Temporary Bracing for the Structure and Structural Components Until All Final Connections Hove Been Completed in Accordance With the Plans. Contractor Shall be Responsible for All Safety Precautions And The Methods, Techniques, Sequences or Procedures Required to do The Work. Shop Drawings For Structural Steel and Connector Plate Wood Roof Trusses And TJI Joist Shall Be Submitted to The Architect And/or Structural Engineer Signed and Sealed by Registered Engineer and/or Architect Registered in the State of Florida For Review Prior to Fabrication of Approved of These Items. All Shop Drawings Shall Also be Submitted to The Building Department. Shop Drawings Review: Dimensions and Quantities are Not Reviewed by The Engineer of Record, Therefore Must be Verified by The Contractor. Contractor Shall Review and Stamp Drawings Prior to Review by Engineer of Record. Submittals Shall Include a Reproducible And One Copy. Reproducible Will be Marked And Returned. Shop Drawings Submittals Processed by The Engineer Are Not Change Orders. The Purpose of Submittal by The Contractor is to Demonstrate Understanding of the Design Concept, The Materials Intended to be Furnished and Installed, and to Detail The Intended Fabrication And Installation Methods. If Deviations, Discrepancies, or Conflicts Between Shop Drawing Submittal And The Contract Drawings Are Discovered Either Prior to, or After Shop Drawing Submittal Are Processed by The Engineer, The Design Drawings And Specifications Shall Control And be Followed. GEOTECHNICAL: Foundation Notes: The Structural Engineer And Architect Assume no Responsibility For The Foundation. Allowable Soil Pressure And Pile Capacity Listed Below Are Assumed Design Values. Verification by a Qualified Soils Engineer is Strongly Recommended. Allowable Soil Pressure _______________________________________ 2,000psf Pile Compression Capacity _________________________-____ 5 Tons Pile Lateral Capacity ___________________________________________ 2 Tons CONCRETE: Concrete Shall be Mixed, Proportioned, Conveyed and Place in Accordance With ACI 301. Concrete Shall Attain a 28 Day Strength of F'c = 3,000psi And Shall be Proportioned to Produce a Slump of 6" or Less. Reinforcing Steel Shall Conform To ASTM 1615, Grade 60, Fy = 60,000psi. Welded Wire Fabric Shall Conform To ASTM A-185. Reinforcing Steel Shall be Detailed (Including Hooks and Bends) in Accordance With ACI 315-80 and 318-83, Lap All Continuous Reinforcement 48 Bar Diameters or 27" Minimum. Lap Adjacent Mats of Welded Wire Fabric A Minimum of 8" at Sides And Ends. Concrete Protection (Cover) For Reinforcing Steel Shall be as Follows: Footings And Other Unformed Surfaces, Earth Face _____________ All Other Surfaces 3" 1- 1 /2" Epoxy -Grouted Items Specified on The Drawings Shall be Grouted With HS-200 Bond Epoxy by Bond -It Fastening Systems, Adhesives Technology Corporation or Equal. Install in Strict Accordance With Manufactures Recommendations. MASONRY: Masonry Shall be Constructed of Grade N, Type II Units, Laid up in Running Bond. Mortar Shall be Type M or S And Shall Attain a Minimum Compressive Strength of 2,000psi at 28 Days. Strength Shall be Verified by Prism Testing. Masonry and walls adjacent to cathedral or vaulted ceilings must extend to the ceiling. Unless Otherwise Noted, Reinforce Walls With #5 Rebar at Each Corner And at 8 Feet Minimum Vertical Spacing. Rebar Shall Extend From Footing to Lintel And Hooked at Each End. Horizontal Reinforcement, Such as DuroWall, Shall be Used at 16" Vertical Spacing. Fill All Cells Containing Reinforcement or Embedded Items With Concrete Grout. Provide Clean Out Holes at Bottom of All Cells Containing Reinforcement. Anchor Chimney at Each Floor And Roof, Unless Otherwise Specified. Anchorage Shall Consist of Two 1 /4"X2" Steel Straps Cast at Least 12" Into Each Face of The Chimney With a 180 Degree Bend and a 6" Extension Around The Vertical Reinforcing Bars in The Outer Face of The Chimney. Each Strap Shall be Fastened to The Joist or Blocking With a Minimum of 2 ea. 1 /2" Bolts. STEEL: Structural Steel Design, Fabrication And Erection Shall be Based on The Latest Editions of The AISC Specifications and Codes: 1. Specifications For Structural Steel Buildings - Allowable Stress Design 2. Code of Standard Practice For Steel Buildings and Bridges, Amended 3. Specification For Structural Joints Using ASTM A325 or A490 Bolts. Structural Steel Including Plates And Rolled Shapes, Shall Conform to ASTM A50, Fy=50ksi. Steel Pipe Shall Conform to ASTM A53, Type E or S Grade B, Fy=35ksi. Structural Tubing Shall Conform to ASTM A500, Grade B, Fy=46ksi. Anchor Bolts and Connection Bolts Shall Conform to ASTM A307. All Welding Shall be in Conformance With ASIC and AWS Standards And Shall be Performed by WABO Certified Welders Using E70 Electrodes. Only Prequalified Welders (As Defined by AWS) Shall be Used. WOOD Dimensioned Lumber Shall be Dressed S4S And Shall Bear The Grade Stamp of the Supplier's Association. All Lumber Shall be Sound And Free From Warp. All Lumber Shall be Southern Pine Grade No. 2 or Better With The Following Minimum Properties (U.O.N.): Fb= 1,200psi Fv= 90psi Fc= 565 psi E= 1,600,000 psi 11 % Maximum Moisture Content All Wood in Contact With Concrete or Masonry Shall be Pressure Treated. Pressure Treated Lumber Shall be Impregnated With a CCA Salt Treatment in Accordance With F.S. TT-W-571 And Bear The American Wood Preserves Institute Quality Mark LP-2. WOOD CONTINUED: Plywood Sheathing Shall be DFPA CD With Exterior Glue. All Roof Sheathing Shall be Installed With PlyClips Between Trusses. Install Bridging in All Floor And Roof Joists ® 8'- 0" o.c. Maximum. Install Blocking in All Wall Studs at Plywood Edges. All Nailing And Bolting Shall Comply With American Institute of Timber Construction Requirements. Provide a Single Plate at The Bottom And a Double Plate at The Top of All Bearing Stud Walls. Studs Shall be Doubled at All Angles And Around All Openings. Studs Shall be Tripled at All Corners. Install All Connectors And Ties Per Manufacturer to Their Highest Capacity. If Wood Shows Evidence of Cracking From Fasteners, Pre Drill For Fasteners or Use Self -Tapping Fasteners. Exterior Plywood Sheathing Shall be Grade C-D, Exterior Glue or Structural II. Exterior Glue. Timber Connectors Indicated by Letters And Numbers Shall be Strong Tie by Simpson Company, as Specified in Their Catalog. Equivalent Devices by Other Manufacturers May be Substituted, Provided They Have I.C.B.O. Approval For Equal or Greater Load Capacities. Provide Number And Size of Fasteners as Specified by Manufacturer. Connectors Shall be Installed in Accordance With The Manufacturer's Recommendations. Bolts in Wood Members Shall Conform to ASTM A307. Provide Oversize Washers Under The Heads And Nuts of All Bolts And Lag Screws Bearing on Wood. Unless Noted Otherwise, All Nails Shall be Common, All Shims Shall be Seasoned And Dried And of The Same Grade (Minimum) as The Members Connected. All Joists Shall be Connected To Flush Beams With Joist Hangers, Unless Otherwise Noted. Wood Framing Notes: The Following Apply Unless Otherwise Noted on The Plans: All Wood Framing Details Not Shown Otherwise Shall be Constructed to The Minimum Standards of The FRC 2020 Minimum Nailing, Unless Otherwise Noted, Shall be Common. Coordinate The Size And Location of All Openings With Mechanical And Architectural Drawings. Provide Washers Under The Heads And Nuts of All Bolts And Log Screws Bearing on Wood. Wall Framing: All Studs Walls Shown And Not Otherwise Noted Shall be 2X4 Studs at 16"o.c. Two Studs Minimum Shall be Provided at The End of All Walls And at Each Side of All Openings, Solid Blocking For Wood Columns Shall be Provided Through Floors to Supports Below. Provide Solid Blocking Between Studs at Mid -Height of All Stud Walls Over 8 ft in Height. All Stud Walls Shall Have Their Lower Wood Plates Attached to Wood Framing Below With 16d Nails at 12" o.c Staggered or Bolted to Concrete With 1 /4"X 3-1/4" Tap Cons at 16"o.c. Unless Otherwise Noted. Members of Built -Up Posts Shall be Nailed to Each Other With 16d at 12"o.c. Staggered. Refer to The Plans And Shear Wall Schedule For Required Sheathing And Nailing. When Not Otherwise Noted, Provide Gypsum Wallboard on Interior Surfaces Nailed to Al Studs, Top And Bottom Plates, And Blocking. Sheathing on Exterior Surfaces Nailed at All Panel Edges (Block Unsupported Edges), Top And Bottom Plates With 8d at 4" o.c., And to All Intermediate Studs And Blocking With 8d at 8" o.c. Allow 1 /8" Spacing at All Panel Edges And Ends. Floor And Roof Framing: Provide Double Joist Under And Around All Openings in Floors or Roofs Unless Noted Otherwise. Provide Bridging a 8 ft o.c. And Solid Blocking at All Bearing Points. Toenail Joist to Supports With Two 16d Nails. Attach Timber Joist to Flush Headers or Beams With Metal Joist Hangers in Accordance with Schedule. Nail All Multi -Joist Beams Together With 16d at 12" o.c. Staggered. Unless Noted Otherwise on The Plans, APA Rated Roof And Floor Sheathing Shall be Placed With Strength Axis Perpendicular to Supports And Nailed With 8d Nails at 6"o.c. to Framed Panel Edges And Over Stud Walls as Shown on Plans And at 12"o.c. to Intermediate Supports. Provide Approved Plywood Edge Clips Centered Between Joist/Trusses at Unblocked Roof Sheathing Edges. All Floor Sheathing Edges Shall Have Approved Tongue -And -Groove Joints or Shall be Supported With Solid Blocking. Allow 1 /8" Spacing at All Panel Edges And Ends of All Roof And Floor Sheathing. Toenail Blocking to Supports With (2)-16d at Each End or at 12"o.c. Unless Otherwise Noted. Exterior Windows and Doors: The Buck -(the wood between the door jamb and the wall) is thinner than 1-1/2 inches, the jamb has to be anchored through the buck and into the wall. If the buck is 1-1/2 inches or thicker, the buck must be secured in a way that it becomes part of the home's superstructure. FRC R4410.2.3 The mullions -(the strips between a series of windows) must be certified to withstand the area's high winds. Mullions and adjacent door assemblies are required to be tested or engineered to transfer 1.5 times the designed loads to the rough opening substrate. FRC R4410.2.3 Windows and glass doors must meet the impact standards for the area, and just have labels attached listing manufacture, performance characteristics and certification that they have been tested. Labels must stay on until the final inspection. FRC R4410.2.3 Note: All exterior windows and sliding doors are required to be tested in accordance with ANSI/AMMA/NWWDA 102/152 standard and an AMMA or WDMA label identifying the manufacturer, performance characteristics and approved product testing entity. FRC R4410.2.3 Bathtubs and Showers: Any glass panels within 36 inches of the standing surface of a tub, shower or spa must be safety glass. Roofing: Roofing must be strong enough to stay intact in the estimated highest winds of the area by the manufacture's installation instructions and test data that proves the strength of the shingle. EXTERIOR COVERING: R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.3 Nominal thickness and attachments. The nominal thickness and attachment of exterior wall coverings shall be in accordance with Table R703.3(1), the wall covering material requirements of this section, and the wall covering manufacturer's installation instructions. Cladding attachment over foam sheathing shall comply with the additional requirements and limitations of Sections R703.15 through R703.17. Nominal material thicknesses in Table R703.3(1) are based on a maximum stud spacing of 16 inches (406 mm) on center. Where specified by the siding manufacturer's instructions and supported by a test report or other documentation, attachment to studs with greater spacing is permitted. Fasteners for exterior wall coverings attached to wood framing shall be in accordance with Section R703.3.2 and Table R703.3(1). Exterior wall coverings shall be attached to cold -formed steel light frame construction in accordance with the cladding manufacturer's installation instructions, the requirements of Table R703.3(1) using screw fasteners substituted for the nails specified in accordance with Table R703.3(2), or an approved design. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. The water resistive barrier is not required for detached accessory buildings. R E V I S 1 0 N S No DATE R703.4 Flashing. 1 0 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 0 resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wail cavity or penetration of water to the building structural framing components. Approved flashings shall be installed at the following locations: 1. 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 drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1. 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. Pan 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 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. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. SIDING R703.10 Fiber cement siding. R703.10.1 Panel siding. Fiber -cement panels shall comply with the requirements of ASTM C1186, Type A, minimum Grade II or ISO 8336, Category A, minimum Class 2. Panels shall be installed with the long dimension either parallel or perpendicular to framing. Vertical and horizontal joints shall occur over framing members and shall be protected with caulking, or with battens or flashing, or be vertical or horizontal shiplap., or otherwise designed to comply with Section R703.1. Panel siding shall be installed with fasteners in accordance with Table R703.3(1) or the approved manufacturer's instructions. R703.10.2 Lap siding. Fiber -cement lap siding having a maximum width of 12 inches (305 mm) shall comply with the requirements of ASTM C1186, Type A, minimum Grade II or ISO 8336, Category A, minimum Class 2. Lap siding shall be lapped a minimum of 1 1 /4 inches (32 mm) and lap siding not having tongue -and -groove end joints shall have the ends protected with caulking, covered with an H-section joint cover, located over a strip of flashing, or shall be designed to comply with Section R703.1. Lap siding courses shall be installed with the fastener heads exposed or concealed, in accordance with Table R703.3(1) or approved manufacturer's instructions. NOTES: SITE WIND SPEED: 138 MPH DESIGN WIND SPEED: 140 MPH 1. Fasteners to Comply W/ 2020 FBC Requirements for 140 mph winds. 2. Shaded area of Trusses demotes Roof Sheathing Diaphragm Fastener Requirement © Gable Ends. 3. Refer to Gable end Section in Reference to Diaphragm 4. All Connections From Ftg. to Lintel to be in Compliance with FBC Section 1609 Requirements 5. Drawings Are Not to be Scaled 6. Contractor is Responsible For any Discrepancies in Drawings 7. If Lumber Shows Signs of Cracking When Nailing, Pre Drill For Nails or Use Self Tapping Fasteners. 8. Contractor to Use The Greater of Loads of the Truss Manufacture's Calculations or the Loads on These Drawings Calculated by the Engineer. 9. Structural Details and Plans Are For New Construction Only. These Plans Do Not Update Existing Conditions of The Existing Structure. Therefore Signing And Sealing of These Plans Are Restricted to New Construction. 10. Importance Factor 1=1.0 11. Wind Exposure B, Low Rise Buildings 12. Internal Pressure Coefficient GCpi = t0.18 13. Components & Cladding: Design With A Velocity Pressure qh based On Highest Wind Loads Cam? The Site P=q(GCp)-gi(GPi) (#/ft) 14. PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING: For panels 16-24" wide, double plyclip the side adjacent to the full width of the panel, none required at ridge or hip. For panels 12-16" wide, lumber only blocking (2x4) flat wise or edgewise on the side adjacent to the full width panel. None is required at a ridge or hip. For panels 12 wide or less, lumber only blocking (2x4) flat wise or edgewise on both panel edges. "TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f" EFFECTIVE ULTIMATE DESIGN WIND SPEED, VULT (mph) WIND AREA 115 120 130 140 150 160 170 180 ZONE (ft2) Pos Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg 4 10 14.3 -15.5 15.5 -16.9 18.2 -19.8 21.2 -22.9 24.3 -26.3 27.6 -30.0 31.2 -33.8 35.0 -37.9 4 20 13.6 -14.8 14.8 -16.1 17.4 -19.0 20.2 -22.0 23.2 -25.2 26.4 -28.7 29.8 -32.4 33.4 -36.3 4 50 12.8 -14.0 13.9 -15.2 16.3 -17.9 19.0 -20.7 21.8 -23.8 24.8 -27.1 27.9 -30.6 31.3 -34.3 4 100 12.1 -13.3 13.2 -14.5 15.5 -17.1 18.0 -19.8 20.6 -22.7 23.5 -25.8 26.5 -29.2 29.7 32.7 Walls 4 500 10.6 -11.9 11.6 -12.9 13.6 -15.1 15.8 -17.6 18.1 -20.2 20.6 -22.9 23.3 -25.9 26.1 -29.0 5 10 14.3 -19.1 15.5 -20.8 18.2 -24.4 21.2 -28.3 24.3 -32.5 27.6 -37.0 .2 -41.8 35.0 -46.8 5 20 13.6 -17.8 14.8 -19.4 17.4 -22.8 20.2 -26.4 23.2 -30.3 26.4 -34.5.8 -38.9 33.4 -43.6 5 50 12.8 -16.1 13.9 -17.6 16.3 -20.6 19.0 -23.9 21.8 -27.5 24.8 -31.2.9 F26.5 -35.3 31.3 -39.5 5 100 12.1 -14.8 13.2 -16.1 15.5-19.0 18.0 -22.0 20.6 -25.2 23.5 -28.7 -32.4 29.7 -36.3 5 500 10.6-11.9 11.6-12.9 13.6-15.1 15.8 -17.6 18.1-20.2 20.6-22.9.3 -25.9 26.1 -29.0 Adjustment Factor for Building Height and Exposure, MEAN ROOF height(feet) EXPOSURE B 11C D 15 1 0.82 111.21 1 1.47 NOTE: M WM. 14- hM b. °dpuhM far ~ a*- and • by by °,. ah.h maMldp tL Unit Conversions - 1.0 ft = 0.3048 m; 1.0 sf = 0.0929 m2; 1.0 psf = 0.0479 kN/m2 TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS V 110 115 120 130 140 150 160 170 180 190 200 ult. Vasil 85 89 93 101 108 116 124 132 139 147 155 1 mph = 0.447 m/s 00 M O Cn Q a w O� Q � o�M O � N Ew-I W <� 1 TITLE SHEET STRUCTURAL NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS DESIGN AND FOUND IT TO BE IN COMPLIANCE VVM TEE. 7TH EDITION (2020) OF THE F.B.C. - THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE TT IS SIGNED AND SEALED. `tt%11u a 111111 °` °°o0 o 4'�i ° ° ° ° ° ° ° ° o° STATE OF00 o �� 'This item has been digitally signed and sealed by ANDRES C. HENAO on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies' JOB No: HLH23-065 DRAWN BY: ACH REVIEW BY: DATE: SCALE: SHEET NUMBER S100 Lad- "I 'kI 1 11