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Home My WebLink About5315 5th StREPAIR/RESTORATION OF PORCII APPLICABLE CODES AND STANDARDS 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION 2017 FLORIDA BUILDING CODE - BUILDING, SIXTH EDITION 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH EDITION NFPA 70 - NATIONAL ELECTRICAL CODE, 2014 EDITION 2017 FBC BUILDING CODE - EXISTING BUILDING, SIXTH EDITION CHAPTER 6 - REPAIRS SECTION 601 - GENERAL SECTION 602 - BUILDING ELEMENTS AND MATERIALS SECTION 606 - STRUCTURAL SECTION 706 - EXISTING ROOFING SCOPE: THE EXISTING SCREENED PORCH WAS DAMAGED BY A VEHICLE CRASHING INTO IT. THE REPAIR / RESTORATION OF THE PORCH WILL CONSIST OF MATCHING ORIGINAL CONFIGURATION, HEIGHT, SIZE, LIKE MATERIALS, ROOF SLOPE AND ORIGINAL METHOD OF CONSTRUCTION. BUILDING CODE ANALYSIS OCCUPANCY TYPE: GROUP R CLIMATE ZONE: 2A PASCO REQUIRED: INSULATION IN ATTIC: R-38 MASS (CMU WALL): R-7.6 WOOD FRAME: R-13 + R-3.8 OR R-20 PROVIDED: NOT APPLICABLE, OPEN SPACE NON -HEATED AREA. CONSTRUCTION TYPE: VB TABLE 504.3; ALLOWABLE BUILDING HEIGHT = 40 FEET TABLE 504.4; ALLOWABLE NUMBER OF STORIES = 3 TABLE 506.2; ALLOWABLE AREA = UNLIMITED SF TABLE 601 - BUILDING ELEMENT FIRE -RESISTANCE RATING REQUIREMENTS (HOURS) TYP E V 8 PRIMARY STRUCTURAL FRAME 0 BEARING WALLS EXTERIOR INTERIOR 0 0 NONBEARING WALLS AND PARTITIONS TABLE 602 EXTERIOR 10 < X < 30 0 NONBEARING WALLS AND PARTITIONS INTERIOR 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 SQUARE FOOTAGE BREAKDOWN RESIDENCE: FLOOR (LIVING AREA) HEATED - A/C SPACE: 1,488 SF GARAGE: 528 SF PATIO: 240 SF SCREENED PORCH: (RECONSTRUCTED) 200 SF TOTAL SQUARE FOOTAGE: 2,456 SF PRODUCT APPROVAL PRODUCT CATEGORY MANUFACTURER SUB CATEGORY MATERIAL FLORIDA APPROVAL # ROOFING GAF ASPHALT SHINGLES ASPHALT FL1 0124.1 ROOFING CERTAINTEED CORP. ASPHALT SHINGLES ASPHALT FL5444 NOTE: IF OWNER OR CONTRACTOR WANTS TO USE A DIFFERENT PRODUCT, CONTRACTOR SHALL SUBMIT COPY OF PRODUCT APPROVAL DOCUMENTATION TO BUILDING DEPARTMENT. 5315 5TH STR T, PHYRHI S, F ORIDA 33542 chul, Christ Subway Restau rw AutoZane Auto Parts Zephyrhil The Broach School Public Libra (7-EPHYR,H ILLS-) r I _61P IF531-15 5th Street Greut Starl 'D Learning Center Gc-In" Po Mike Keys 'all'i Ave Locks m ith Servi c4-, hllyne�" i ._.L:ount mo�� Home First Baptisst Chui Tenney's, Custom A% Saddlepyy U:-j (:54) C3- PROJECT LOCATION MAP: 5315 5TH STREET, ZEPHYRHILLS, FL 33542 PARCEL ID: 11-26-21-0010-12400-0070 CLASSIFICATION: 00100 - SINGLE FAMILY LEGAL DESCRIPTION: CITY OF ZEPHYRHILLS PB 1 PC 54 LOTS 7, 8 & NORTH 10.00 FT LOT 9 BLOCK 124 OR 7753 PC 1561 YEAR BUILT: 1979 GENERAL NOTES: 1. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 2. PLUMBER TO INFORM GENERAL CONTRACTOR OF ANY VENTING, WHICH UTILIZES A MASONRY WALL TO RESOLVE ANY POSSIBLE STRUCTURAL INTEGRITY ISSUES. 3. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS, ARCHITECTURAL, ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 5. TOP OF CONCRETE SLABS ARE AT FLOOR REFERENCE ELEVATIONS EXCEPT AS NOTED. 6. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION, 7. INTERIOR WALL AND CEILING FINISH. FINISH MATERIALS SHALL BE CLASS A, CLASS B OR CLASS C. V11-111 RjEVAlLjjVG 000j5p, 7 - DRAWINGS INDEX SHEET DESCRIPTION A-0 COVER SHEET - CODE ANALYSIS A-1 GENERAL NOTES A-2 DEMOLITION PLAN A-3 FLOOR AND FOUNDATION PLANS A-4 ELECTRICAL PLAN A-5 ROOFPLAN A-6 ROOF FRAMING PLAN A-7 EXTERIOR ELEVATIONS A-8 TYPICAL DETAILS ENGINEER'S EXCLUSION TABLE: 1. EXISTING CONNECTIONS OUTSIDE OF SCOPE OF WORK, 2. FIREPROOFING. 3. ENVELOPE / WATERPROOFING. 4. M.E.P. DESIGN. 5. EXISTING FOUNDATION ANALYSIS. 6. FLOOR / WALL FRAME AND WEATHER PROTECTION SYSTEM OUTSIDE OF SCOPE OF WORK. 7. FINISH MATERIALS. 8. TERMITE INSPECTION / REMEDIATION. 9. MEANS AND METHODS. 10. CONSTRUCTION SAFETY. THE ENGINEER IS RESPONSIBLE FOR ELEMENTS OF THE SIGNED AND SEALED DRAWINGS. ITEMS LISTED IN THE ENGINEER EXCLUSION TABLE ARE EXCLUSIONS OF THE ENGINEER'S RESPONSIBILITY AND ARE NOT EXCLUSIONS OF RETROFIT RELATED TO OR NEEDED TO COMPLETE THE PROJECT. ALL RETROFIT WORK WILL BE THE RESPONSIBILITY OF A LICENSED CONTRACTOR. SCOPE OF WORK THE EXISTING SCREENED PORCH WAS DAMAGED BY A VEHICLE CRASHING INTO IT. THE REPAIR / RESTORATION OF THE PORCH WILL CONSIST OF MATCHING ORIGINAL CONFIGURATION, HEIGHT, SIZE, LIKE MATERIALS, ROOF SLOPE AND ORIGINAL METHOD OF CONSTRUCTION. THE PROPERTY IS A 1-STORY SINGLE FAMILY HOME LOCATED IN ZEPHYRHILLS, FLORIDA ARCHITECT'S OR ENGINEER'S AFFIDAVIT STATEMENT TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINDED BY LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. 2 0 y 11:4w� z Ln r2 z zi 14 0 P41-4 w C/) P4 P4 z C:) LAz Z MP4 <� Issued for: Date: El PRELIMINARY El PRICING El BIDDING 0 PERMIT 12/27/2019 E REVISION #1 Ln 66 Ln PEN"I 'p" Ln P= Ln Feel License Number: 73539 [ rawn by: A=O SE, PE D FRANK DE-JO, GENERAL NOTES,& SPECIFICATIONS I - STRUCTURAL CODES 1. 2017 FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 2. AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 2012 ("AF&PA"). 3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION 4. ASCE/SE1 7-16, AC1318-2014, MSJC 2013 UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS: 1. RETROFIT TIMBER SOUTHERN PINE No.1 (Fb=1200 PSI). PRESSURE TREATED 2. CAST -IN -PLACE CONCRETE: FOUNDATIONS: .................................................................... 3 KS1 NORMAL WT 3. REINFORCEMENT: DEFORMED BARS: WELDED WIRE FABRIC: ASTM A615, GRADE 60. ASTM Al 85. 1. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 2. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 4. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 5. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PROTECT AND MAINTAIN THE INTEGRITY OF ADJACENT STREETS, BUILDINGS AND STRUCTURES. 6. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY FIELD MEASUREMENTS, ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 7. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. IF, DURING DEMOLITION, EXCAVATION OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED. 1. PRESSURE TREATED (PT) SOUTHERN PINE #2 GRADE OR BETTER 2. THE EXTENT OF WOOD WORK IS SHOWN ON THE DRAWING. 3, KEEP MATERIALS DRY AT ALL TIMES. PROTECT AGAINST EXPOSURE TO WEATHER AND CONTACT WITH DAMP OR WET SURFACES. STACK LUMBER AND PROVIDE AIR CIRCULATION WITHIN STACKS. 4. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS; PROVIDE LUMBER COMPLYING WITH GRADING RULES OF SECTION 10 OF PS 20-94, ASTM D 245, ASTM D 2555. 5. PROVIDE SEASONED DIMENSION LUMBER WITH 19 % MAXIMUM. MOISTURE CONTENT AT TIME OF DRESSING AND COMPLYING WITH PS 20. 6. LUMBER SHALL BE ENTIRELY OF ONE SPECIES WHICH SHALL NOT BE LESS THAN THE GRADE REQUIRED ON DRAWINGS. 7. ALL WOOD SHALL BE SOUTHERN PINE No.1 (Fb=1200 PSI). PRESSURE TREATED SUFFICIENTLY TO RESIST DECAY AND PESTS KNOWN TO BE PRESENT IN THE PROJECT AREA. 8. FASTENERS AND ANCHORAGES: PROVIDE SIZE, TYPE, MATERIAL AND FINISH AS INDICATED AND AS RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL SPECIFICATION FOR NAIL, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING DEVICES. PROVIDE METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. 9. CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. 10. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS SHOWN AND AS REQUIRED BY RECOGNIZED STANDARDS. COUNTERSINK NAIL HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES. 11. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE INDICATED. USE FINISHING NAILS FOR FINISH WORK. SELECT FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD; PREDRILL AS REQUIRED. ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED FACE OF THE WALL UNLESS NOTED OTHERWISE (NOMINAL SIZE WALLS). ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES WITH THE FOUNDATION BELOW. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER. R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED FOR LOAD-SUPPOR11NG PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. R602.1.2 END -JOINTED LUMBER. APPROVED END -JOINTED LUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO SECTIONR602.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SOLID -SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE DESIGNATION "HEAT RESISTANT ADHESIVE" OR 11HRAFF INCLUDED IN ITS GRADE MARK. R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS. GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. R602.1.4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400. R602.1.5 STRUCTURAL COMPOSITE LUMBER. STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456. R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG 320. R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOOD RIM BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALL BE EVALUATED IN ACCORDANCE WITH ASTM D7672. STRUCTURAL CAPACITIES SHALL BE IN ACCORDANCE WITH EITHER ANSI/APA PIRR 410 OR ESTABLISHED IN ACCORDANCE WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR 410 SHALL BE MARKED IN ACCORDANCE WITH THAT STANDARD. R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR, WHENMANUFACTURED IN CANADA, CSA 0437 OR CSA 0325. PANELSSHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OFINSPECTION ISSUED BY AN APPROVED AGENCY. R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY THEGRAIDE MARK OR CERTIFICATE OF INSPECTION ISSUED BY ANAPPROVED AGENCY. R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY, SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS CON -FORMING TO ASTM C208. R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER. EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY GRADE LUMBER, PROVIDED THE STUDS ARE SPACED IN ACCORDANCE WITH TABLER602.3(5). R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(l) AND R602.3(2), OR IN ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES R602.3(l) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND PRESSURES LISTED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION R703. STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE TO RESIST LOADS PERPENDICULAR TO THE WALL. THE SUPPORT SHALL BE A FOUNDATION OR FLOOR, CEILING OR ROOF DIAPHRAGM OR SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS AT OPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(l) AND R602.7(2). 1. ROOF - 15 PSF, ASCE 7-16 TABLE C3-1 LL = 20 PSF 2. FLOORS FLOOR SLAB: LL= 100 PSF 3. WALLS CONCRETE BLOCKS: 48" GROUTED 8" CMU: DL= 38 PSF FRAME WALLS: )/2" PLYWOOD, 2X6 WOOD STUDS AT 16" O.C.: DL= 12 PSF 4. MEAN ROOF HEIGHT SHALL BE DETERMINED BY CONTRACTOR. 5. LATERAL LOADS IN TRUSSES ARE RESISTED BY ROOF DIAPHRAGM AT POINT OF WIND LOAD INPUT, U.O.N. 6. NO PROVISION HAS BEEN MADE IN THE STRUCTURAL DESIGN FOR TEMPORARY CONDITIONS OCCURRING DURING CONSTRUCTION, UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING REQUIRED TO RESIST STRESSES OR INSTABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR SUCH MEASURES. 7. ALLOWABLE DEFLECTION: LL = 1/360; DL + LL = 1/240 1. THIS BUILDING IS DESIGNED AS A FULLY ENCLOSED BUILDING ON ALL OPENINGS BEING PROTECTED OR HAVING MISSILE IMPACT GLASS. 2. WIND DESIGN LOADS WERE DETERMINED AND BASED ON: BASIC WIND SPEED, (3-SEC GUST) .................................................. 138 MPH BUILDING CATEGORY ...................................................................................... 11 WINDEXPOSURE ............................................................................................ B INTERNAL PRESSURE COEFFICIENT ................................................... +/-0.55 ENCLOSURETYPE. ................................................................ PARTIALLY ENCLOSED 1. CONNECTIONS SHOWN ARE RECOMMENDED, BUT OTHER CONNECTIONS MAY BE SUBSTITUTED AS LONG AS THEY MEET OR EXCEED UPLIFTS AND LATERAL CAPACITY OF THE ANCHORS SPECIFIED AND SATISFY TRUSS LAYOUT REQUIREMENTS COMPLIANCE WITH USP, SIMPSON OR OTHER MANUFACTURER'S REQUIREMENTS. 2. FOR ADDITIONAL TIE DOWN INFORMATION, SEE SIMPSON OR USP CATALOGS. 3. FOR POST -INSTALLED ANCHORS; HOLE PREPARATION, CARTRIDGE PREPARATION, AND EPDXY FILLING SHALL BE PERFORMED PER MANUFACTURER'S ADHESIVE ANCHOR INSTALLATION INSTRUCTIONS. 1. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, U.O.N. IN DRAWINGS: CONCRETE POURED AGAINST EARTH .................................. 3" CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 4. WHERE INDICATED ON FLOOR PLANS, PROVIDE CONCRETE FILLED CELL WITH REINFORCING STEEL FROM FOOTING TO TIE BEAM HOOKED & TIED BEFORE INSPECTION. IF GROUT LIFT EXCEEDS 4'-0", AN INSPECTION HOLE TO VERIFY GROUTING SHALL BE PROVIDED AT THE BOTTOM CELL. 5. LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS. 7� DIMENSIONS Id" AS NOTED ON DRAWINGS SHALL CORRESPOND --TO THE FOLLOWING LENGTHS IN INCHES AS SHOWN IN THE TABLES BELOW. 8. ALL LAP SPLICES SHALL BE 1.3LD UNLESS NOTED OTHERWISE ON DRAWINGS. 9. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. 1. STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL HAVE A COMPRESSIVE STRENGTH (F'M) OF 3,500 PSI. 2. MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE 11, NORMAL WEIGHT, HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH SPECIFIED ABOVE. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE, TYPE M FOR BELOW GRADE. 4. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 WITH 3000 PSI STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 5 FEET VERTICALLY. FILL ALL CELLS BELOW GRADE. 5. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: # 3 BARS - V-6" # 4 BARS - 2'-0" # 5 BARS - 2'-6" # 6 BARS - S-O" 6, HORIZONTAL REINFORCING SHALL BE NO. 9 GAGE "DUROWALL" OR EQUIVALENT AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. 7. ALL BLOCK SHALL BE PLACED IN RUNNING BOND. 52 1 53 MWFRS Wind Load for Load Case A MWIFIRS Wind Load fbr Load Case B 54 Surface GCpf p = Net Pressures (psf) Surface I�GC:pf p =: Not Pressures (psf) (wl +GCpi) (w/ -GCpi) (WI +GCpi) (w/ -GCpi) 55 56 Zone 1 0.40 -4.35 27,5 8 Zone 1 -0-45 -29-03 '-36-'00 2_90 57 Zone 2 -0-69 -36'.-00 -4-06-, Zone 2 -0'-69- -4.06-- 58 Zone 3 -0.37 -26.71 5.23 Zone 3 -0.37 -26.71 5_23 59 Zone 4 -0.29 -.24-39 7_55 Zone 4 -0-45 -29.03 2-90 601 Zone 5 Zone 5 0.40 -4-35 27.58 61 Zone 16 Zone 6, -0-29 -24.39 7-55 62 Zone I E O�61 1-74 33-68 Zone 1 E -0-48 -29�90 2-03 63 Zone 2E -1-07 -47-03 -15.10 Zone 2E -1-07 -47.03 -15-10 64 Zons 3E -0-53 -31-35 0�58 Zone 3E -0-53 -31.35 0.518 65 Zone 4E -0-43 -28-45 3.48 Zone 4E -0-48 -29M 2-03 66 Zone 5E, Zane 5,E 0.61 1.74 3168 67 Zone 6E - Zone 6E -0-43 -2&45 3.48 68 69 *N2ote- Use roof angle 0 0 degrees for Longitudinal Direction- 70 For Case A when GCpf is neg- in Zones 212C For Case B when GCpf is neg- in Zones 2/2E, Zones 212E dist. * ! ft., Zones 2/2E dist. 72 11 Remainder of roof Zones 2/2E extending to ridge line shall use roof Zones, 3/3E pressure coefficients Me 1 rem WOT-Tol ROMMI'm Zcyne 1 T -1 �.09 Zone 1T -7.26 0.73 Zone 2T -9-00 Zone 2T -9.00 -1-02 Zone 3T� -6-68 Zone 3T -6,68 1.31 Zone, 4T -6. 10 Zone 4T -7-26 0.73 Zone 5T Zone 5,T -1.09 6-90 zone 6T Zone 6T _&10 1.89 1� -t TF� III,-#EU* Mug W[*j1rjvL!Um Awl LDrawn by: FRANK DE-JOSE, PE 0 y rl,,D z 0 WA (Z won% 6Tl % z 09 Ln r2zz IP-40 rx " p4cr) W W 40 LAzz M P4 <4 Issued for: Date: El PRELIMINARY 0 PRICING E BIDDING E PERMIT 12/27 019 El REVISION #1 LM C LM Ln IMM v L 00 Seal License Number: 73539 0 y rl,,D z 0 WA (Z won% 6Tl % z 09 Ln r2zz IP-40 rx " p4cr) W W 40 LAzz M P4 <4 Issued for: Date: El PRELIMINARY 0 PRICING E BIDDING E PERMIT 12/27 019 El REVISION #1 LM C LM Ln IMM v L 00 Seal License Number: 73539 24$-0)' EXISTING PORCH CONCRETE EXISTING EXTERIOR WALL AND SLAB TO REMAIN TRUSS FRAMING TO BE REVIEWED 0 TO ENSURE DAMAGE MEMBERS I SCREENED PORCH ARE IDEN11FIED AND REMOVED. NOTIFY ENGINEER OF ANY DAMAGE MATERIALS. EXISTING ALUMINUM SCREEN DOOR TO BE REMOVED EXISTING SCREENING, WOOD FRAMING AND CMU WALL TO BE REMOVED DEMOLITION CALE: 1/4 )1 = 1 24'—Op$ EXISTING SCREENING, WOOD FRAMING AND CMU WALL TO BE REMOVED GENERAL DEMOLITION NOTES: 1. THE CONTRACTOR SHALL BE FAMILIAR WITH AND PERFORM ALL REMOVAL WORK IN ACCORDANCE WTH FLORIDA BUILDING CODE CHAPTER 33, "SAFEGUARDS DURING CONSTRUCTION" . 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND SAFETY PROTECTION DURING DEMOLITION PERIOD AS REQUIRED BY BUILDING CODE CHAPTER 33 TO PROPERLY PERFORM THE WORK. 3. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE RESPONSIBLE OR THE CONTRACTOR. PROTECT AND MAINTAIN THE INTEGRITY OF ADJACENT BUILDING AND STRUCTURES. ALTER OR DAMAGE THE FLOOR OR CEILING SLABS, EXCEPT AT AREAS NOTED ON PLAN, 5. WHERE EXISTING FINISH SURFACE IS TO REMAIN, REPAIR AND PATCH ALL LOCATIONS ASSOCIATED WITH DEMOLITION AND REMOVAL OF ADJACENT FINISHES, FRAMING, ETC.. ALL MATERIALS, DOORS & FRAMES, FINISHES THAT ARE TO REMAIN AT COMPLETION. 7. ALL ITEMS TO BE REMOVED ARE SHOWN WITH DASHED / HIDING LINES. REMOVE ENTIRE PARTITIONS; INCLUDING BUT NOT LIMITED TO GYPSUM BOARD, STUDS, FASTENERS, FINISHES AND BUILDING UTILITIES WITHIN PARTITION. RE—ROUTE, CUT AND CAP OFF UTILITIES WITHIN WALLS AS REQUIRED. 8. REMOVE ALL FLOOR FINISHES IN THEIR ENTIRELY, DOWN TO THE ORIGINAL FLOOR SLAB / DECK; INCLUDING BUT NOT LIMITED TO CERAMIC TILES, CARPETS OR VINYL COMPOSITION TILES, 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION AND CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. 10. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED, ANY DISCREPANCIES SHALL BE REPORTED THE DESIGNER OF RECORD. 11. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. IF DURING DEMOLITION OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, THE DESIGNER OF RECORD SHALL BE NOTIFIED. r2zz P-4 (.9 P4 P-4 W(/) P4 P4 z LL: Issued for: Date: El PRELIMINARY El PRICING_ El BIDDING 0 PERMIT 12/27/2019 El REVISION #1 MINIMUM SLAB PROVISIONS 1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less than 3 1/2 inches (4" min. specified on plans). A 6—mil (0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lapped not less than 6 inches (152 mm) shall be placed between the base course or subgrade and the concrete floor slob, or other approved equivalent methods or materials shall be used to retard vapor transmission through the floor slab. I N L- VV I-) �-/ I \ L- L- I I I I N \J r\ I WOOD FRAMING OPENING 2)-0111. 3)-4)) 1- 12'-0" I ) I 14 — 0 1 20'-0" 7-LOOR PLAN - RENOVATED SCALE: 3/8" = 1'-0"9 14 1-0)) SCALE: 3 8' = 1 1-0" 1 1111 1 - 4 14 — 0 - - ' -- \ - - - - 1 0 �-,IVIU VVI 11-1 U111—L-) ruur,\Lu MATCH EXISTING HEIGHT, SOLID WITH (1) #5 BAR FROM FINISH, ETC. FOOTING TO BOND BEAM / LINTEL 2 14 4 12'- 0 EPDXY W/ HILTI HIT-HY500 (OR EQUAL) 1 -4 MIN. EMBED 6" (TYP) 20 �-01) 14'— 0 P) Ott LM r2zz 1-10 z C) U0z Z M Issued for: Date: El PREUMINARY 0 PRICING F-1 BIDDING 0 PERMIT 12/27/2019 El REVISION #1 :J F, C LM LM LIM P= T-111 ;" Lm 00 Sea[ License Number: 735394 A=3 Qrswn bY: FRANK DE40SE, PE ) Qrswn bY: FRANK DE40SE, PE ) ELECTRICAL OUTLET MOUNTING HEIGHTS PADDLE FAN SWITCH (LOCATE OVER FAN LIGHT SWITCH) LIGHT SWITCH DUPLEX OUTLET AT KITCHEN COUNTER, REFRIG., WASHER AND GARAGE OUTLETS DUPLEX OUTLET AT VANITY COUNTER STANDARD DUPLEX OUTLET 00 ELECTRICAL GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COMPLY WITH NFPA 70 (NEC) NATIONAL ELECTRICAL CODE 2014 EDITION. 2. OUTLETS LOCATIONS SHOWN ARE FOR REFERENCES PURPOSES ONLY, CONTRACTOR TO COMPLY WITH NEC OUTLETS SPACING REQUIREMENTS PER CODE. 3. ALL ELECTRICAL WORK IS SUGGESTED; MUST BE VERIFIED AND COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. ELECTRICAL NOTES ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NFPA 70, NATIONAL ELECTRICAL CODE 2014 EDITION, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. 210.12 ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION. (A) DEFINITION: ARC —FAULT CIRCUIT INTERRUPTER (AFCI). A DEVICE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO DE —ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. (B) DWELLING UNITS. ALL 120—VOLT, SINGLE PHASE, 15— AND 20—AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER, COMBINATION —TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. TO EXISTING SWITCH Wp SCREENED PORCH 13,61- (`l� ELECTRICAL PLAN' �A-4) SCALE: 3/8 �l = 1 141 Wp 41 1�4 SURFACE CEILING MOUNTED LIGHTS EXTERIOR WATER PROOFED WALL OUTLET 110 WIP NOTE: ALL LIGHT FIXTURES TO BE SELECTED AND PROVIDED BY OWNER. No NOTE: THIS IS ONLY A SUGGESTED ELECTRICAL LAYOUT, z 6TO4 % Z Ln r2z z 0-40 cl�-4 z L Z Z 00 Issued for: Date - El PRELIMINARY El PRICING El BIDDING E PERMIT 12/27/2019 El REVISION #1 0 Ln Ln PENN , p" P= LIM P= Seal v License Number: 735 % A=4 Q rawn by: FRANK DE-JOSE, PE Q rawn by: FRANK DE-JOSE, PE EXISTI TO BE FROM OF 4 ('_l� ROOF PLAN ��AAJ-5 SCALE: 1/4 91 = 1 9-099 OUTLINE OF BUILDING BELOW EXISTING SHINGLE ROOF SYSTEM GENERAL ROOF NOTES:- 1 . VTR AND EXHAUST PENETRATIONS SHALL BE A MINIMUM OF 4'-0" FROM EDGE OF ROOF, TYP. 2. PROVIDE ALL COMPONENTS FOR A COMPLETE ROOF SYSTEM AND FLASHING, EVEN IF NOT SPECIFICALLY NOTED TO PROVIDE COMPLETE WEATHER —TIGHT CONDITION. 3. PROVIDE ARCHITECTURAL LAMINATED ASPHALT SHINGLES WITH SELF SEALING GRANULE SURFACE. 4. PROVIDE #30 ROOFING UNDERLAYMENT — WATER REPELLENT BREATHER TYPE CELLULOSE FIBER BUILDING PAPER. 5. PROVIDE A LEAK BARRIER PER MANUFACTURER REQUIREMENT AT VALLEY, AROUND DORMERS, SIDE WALLS AND PLUMBING VENTS. 6. INSTALL A PRE—CUT STRIP PRODUCT (ONLY THOSE WITH FACTORY APPLIED ADHESIVE) AT THE EAVES AND RAKES AND YOU MUST INSTALLED EACH SHINGLE USING 6 NAILS. YOU MUST CEMENT THE STARTER STRIP IN AND NAIL ALONG THE RAKE. 7. PROVIDE RIDGE VENTS THAT CORRESPOND TO THE SHINGLE PRODUCT YOU ARE INSTALLING. 8. PROVIDE PERFORATED ALUMINUM CONTINUOUS SOFFIT VENTS. 9. PROVIDE METAL DRIP EDGE AND EAVES AND RAKE EDGES. 10. PROVIDE MINIMUM 25 YEARS WARRANTY FOR SHINGLES AND ACCESSORIES. 11. GUTTER SHALL BE SLOPED 1/16" PER FOOT, GUTTER TO DOWNSPOUT. PROVIDE 4" K—STYLE ALUMINUM PRE —FINISHED GUTTERS. ANCHOR DOWNSPOUTS AT TOP, MIDDLE AND BOTTOM, MAX. 4'-0-. r z cis a� lot z Ln 9 r0 2 zz �_Il () P41-4 WA C/) P4 w lmzn 6 n z Z Ic r Issued for: Date: El PRELIMINARY El PRICING 0 BIDDING 0 PERMIT 12/27/2019 REVISION #1 Ln p" Ln Seal License Number: 73539 M LDrawnby: FRANKDE-JOSE,PE 1 4 OVERHANG OVERHANG LDrawnby: FRANKDE-JOSE,PE 1 4 OVERHANG OVERHANG ROOF SHEATHING FASTENING SCHEDULE a,b,c,d,e 8d Common (0,131 x 2-1/2 inches) or Ring —Shank (0.135 X 2-1/2 inches) (Except Where Noted) for Exposure 8, Enclosed Buildings, Roof Framing Spaced 24 inches o.c. or Less Roof Fastening Zone Overhang Wind Main Sheathin g— to— Gable (eaves) Velocity Roof End —Wall Framingg (3—Second Panel 1 2 3 2 3 2 3 Gust) Location Fastening Schedule (inches on center) Supported Panel 6 6 6 6 6 150 mph f,g end and edges 3h Panel field 6 4 3 f,g Supported Panel 6 6 6 120 mph end and edges 3 Panel field 12 6 4 4 3 6 6 6 4 C. Specific gravity (G) of lumber and panels shall be 0.42 or greater. b. For Exposure B and a 2—foot overhang. C. For median roof height 35 feet or less. Cl. Gable wall height of 8 feet or less from top floor ceiling to roof peak. e. Provide adequate uplift hardware at truss —to —wall connections. Such connections are beyond the scope of this publication. f, When wind speed is 110 mph or greater and when median roof height is between 25 and 35 feet, use 8d ring shank nails (0.135 x 2-1/2 inches)within 48 inches of gable end walls. (IRC Table R602.3, footnote f) g. When wind speed is 100 mph or greater, block panel edges perpendicular to gable —end —wall framing members in the first two bays of framing. Blocking shall be spaced a maximum of 4 feet o.c. (Wood Frame Construction Manual, Section 3.5.5) h. 10d ring —shank nails (0.148x 3 inches). i. Blocking not required. ROOF FASTENING ZONES FOR WIND UPLIFT Zones 1,2 and 3 shown below indicate areas of the roof that may have different fastening requirements. CABLE END WALL FIT.Al a 10 4 ME 3 OVERHANG --� \ / 3 OVERHANG 2 I .................. OVERF .. .... I A N G. 2 ....... .... OVERHANG --------- ...... ....... 3 -1 2 3 — ....... :4 77. 3 2 ...... ........ r 1 1% ..... ..... ...... ............ ...... ..... ...... ............ ..... ..... ...... ...... ............ ......... ... ..... ...... ..... 0 t-111-111 GABLE ROOF ...... ............ 2`1 1 2 ..... > __j _j < ...... ............ f ...... ..... j ...... ...... ..... . .... ..... .. ...... . ..... ...... ...... ............ ............ ................ 2 .. ..... -.-.-3 3. 2 .......... . 7 ....... 2 ...... .. 77T — — — — — — — — T77 ........ ....... 2 ... ... ....... OVERHANG ......... OVERHANG ... 3 OVERHANG \WALL 3 OVERHANG LINE GABLE END WALL Distance a=4 ft. in most cases (10% of least building width or 0.4 times building height, whichever is smaller, but not less than either 4% of least building width or 3 ft.) ROOF DIAPHRAM NAILING SCHEDULE (GABLES EXISTING EXTERIOR WALL AND TRUSS FRAMING —` TO BE REVIEWED TO ENSURE THERE IS NO DAMAGE FROM VEHICLE ACCI DENT/I M PACT. NOTIFY ENGINEER OF ANY DAMAGE MATERIALS FOUND. SIMPSON VTCR SLOPE CONNECTORS PRE—ENGINEERED TRUSSES AT 24" D.C. AT SHADED AREA NEW PRE—ENGINEERED WOOD TRUSSES AT 24" O.C., TYP. k M$e �m . SCALE: 1/4 )3 = V-011 3:12 SLOPE. -7 L_j --- I --- I --- I --- GABLE END 2X4 -` OUTRIGGERS FRAMING AT 16" O.C. AT 24" O.C. UPLIFT CONNECTION CROSS REFERENCE - SIMPSON STRONG TIE CONNECTOR CAPACITY FASTENERS FLORIDA APPROVAL # LOCATION TO BE USED H16S 1370 TRUSS:2-10dx 1 1/2"; PLATE: 10-10dx 1 1/2" FL1 1470.2 WOOD WALL TO WOOD TRUSSES H16S 1370 1/4% 1 3/4" TITEN OR TITEN 2 SCREWS FL1 1470.2 CONCRETE WALL TO WOOD TRUSS HTS24 1310 20-10d FL1 0456.5 WOOD TRUSSES TO DBL TOP PLATE MSTAM36 1870 WOOD 13-10d; CONCRETE 8-1/4"x 1 3/4" TITEN 2 MASONRY 8-1/4"x 2 1/4" TITEN OR TITEN 2 FL1 1473.11 CMU OR CONCRETE WALL TO 2ND FLOOR WOOD JOIST Spi 555 STUD: 6-10d; PLATE: 4-10d FL1 0456.5 STUD TO SILL PLATE — 2ND FL SP2 1010 STUD: 6-10d; PLATE: 6-10d FL1 0456.5 STUD TO DBL TOP PLATE — 2ND FL NOTE: IF OWNER OR CONTRACTOR WANTS TO USE A DIFFERENT SIMPSON STRONG TIE, CONTRACTOR SHALL SUBMIT COPY OF PRODUCT APPROVAL DOCUMENTATION TO BUILDING DEPARTMENT. 3:12 SLOPE CD Q!: LLJ 1'— 4" OVERHANG EXISTING SHINGLE ROOF SYSTEM TO REMAIN 0 LEGEND 2X6 SINGLE MEMBER HEADER AT 2ND FLOOR WINDOW OPENINGS CONVENTIONAL 2X6 FRAMING 0 24" O.C. OR PRE-ENG TRUSSES AT SHADED AREA 8"X16" CONCRETE TIE BEAM.1 TOP OF BEAM IS 11'-4" A.F.W Iffe][11111:1110 1. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE A SEPARATE LAYOUT AND TRUSS DESIGN, SIGNED AND SEALED BY A FLORIDA LICENSE ENGINEER. 2. ENGINEER RESERVES THE RIGHT TO MODIFY DRAWING UPON REVIEW OF TRUSS ENGINEER SHOP DRAWINGS REVIEW, TO ENSURE LOAD PATH IS PROPERLY ESTABLISHED. z Ln 0 04 04 C/) W4 W z LIMZ PA Issued for: Date: El PRELIMINARY [I PRICING El BIDDING N PERMIT 12/27/2019 VIS ION #1 Ln c LM P" Ln P= Ln P= Seal License Number: 73539 A=6 Q rown by: FRANK DE-JOSE, PE ) Q rown by: FRANK DE-JOSE, PE ) 00 3-TAB ASPHALT SHINGLES, OVER #30 FELT UNDERLAYMENT, lX6 FASCIA BOARD OVER 5/8" PLYWOOD SHEATHING Uj C-D r- -1 4A' I 1 -T LL- V) N NEW 8" CMU LOW WALL -j '-- NEW STUCCO FINISH WITH BRICK PATTERN 60, OVER NEW 8" CMU WALL TO MATCH EXISTING NEW GUTTER FOOTING ('-3� BUILDING SECTION. ��A-J7 SCALE: 1/2 9) = i I-C NEW SCREENING AT WOOD FRAMING OPENING 12 ]3 EXISTING SHINGLE ROOF SYSTEM TO REMAIN EXISTING EXTERIOR FINISH TO REMAIN TYPICAL SIDE ELEVATION SCALE: 1/4 99 - 1 5 -0 19 REVIEW AREA WITH CRACKS IN WALL, BOND BEAM AND BRICK VENEER TO ENSURE NO DAMAGE TO MAIN HOME FROM VEHICLE IMPACT --� 12 NEW ALUMINUM SCREEN DOOR FRONT ELEVATION. �AJ-7 SCALE: 1/4 11 = 9 - 19 1 0 NEW FIBER CEMENT SIDING OVER BUILDING PAPER OVER 1/2" EXT. SHEATHING lX6 FASCIA BOARD " NEW 8" CMU LOW WALL NEW SCREENING AT WOOD FRAMING OPENING NEW STUCCO FINISH WITH BRICK PATTERN OVER NEW 8" CMU WALL TO MATCH EXISTING EXISTING SHINGLE ROOF SYSTEM TO REMAIN EXISTING STUCCO FINISH WITH BRICK PATTERN z @) Z ci Ln 00 2zz 1-1 Q z C) LZ Z LM w< I Issued for: Date: El PRELIMINARY El PRICING El BIDDING 0 PERMIT 12/27/2019 Ei REVISION#1 rSeal Ln 4=) 4) 4) 4=1 rim LM LM In >1 License Number: 73539 A=7 LDrownby: FRANKDE-JOSE,PE A C DRIP EDGE ALUMINUM GUTTER AL 71-411 (A.F.F.) '-r TOPOFCMU 1X6 FASCIA BOARD PREFORATED ALUMINUM SOFFIT DOWNSPOUT BEYOND 3-TAB ASPHALT SHINGLES� OVER J30 FELT UNDERLAYMENT, OVER 5/8' PLYWOOD SHEATHING 1X2 WOOD FURRING STRIPS V-4- OVERHANG 1 X 4 WOOD TRIM PATIO SCREEN FABRIC - (MEDIUM DUTY FIBERGLASS CHARCOAL) TO BE PLACED AT UPPER PORTION OF SCREEN WALL 1 X 4 WOOD TRIM PRECAST SILL 9" CMU WAH VVERT. REINF. 0 MAX 4 -0" O.C. IN CONCRETE FILLED CELLS 0-0" FIN. FLOOR (F.F.) GRADE LEVEL 2,000 F M.N. 2- PRE-ENGINEERED WOOD TRUSSES AT 24" D.C. 12 3 1 HURRICANE CUP AT EACH TRUSS 2X P.T. WOOD PLATE 5/8" M04STURE RESISTANT GYPSUM BOARD 1X4 WOOD FURRING STRIPS SPACED AT 24" D.C. 3/4' QUARTER ROUND TRIM MOULDING 1/2' ANCHOR BOLT J5 BAR P.T. 2 X 6 WOOD 1/2' QUARTER ROUND TRIM MOULDING ALUM. SCREEN FRAME WITH SPLINE CHANNEL ATTACHED TO 1X2 WOOD WTH COUNTER SINK SCREWS (#IOX1-) SPACE AT 12' D.C. I t ALUM. SCREEN FRAME WTH SPLINE CHANNEI ATTACHED TO 1X2 WOOD WTH COUNTER SINK SCREWS (#lOX1') SPACE AT 12- D.C. 1/2' QUARTER ROUND TRIM MOULDING P.T. 2 X 6 SILL PLATE 14 C4 (2) #5 BARS V-0. (`1�TYPICAL WALL SECTION SCALE: 1 1/2" = is-011 ..... .... ... e THICK CONCRETE SLAB WTH 6X6 1.4 - 1.4 WWM OVER 6 MIL VISQUEEN ON CLEAN COMPACTED SOIL F /`�2RIDGE VENT DETAIL �A-8) SCALE: 3 1 1-091 I � 2"X4" Vertical Brace added 'to every Vertical over 4 in length. Brace to be minimum 80% length of Vertical Truss Member. Fasten Brace to Vertical w/16d Common Nails 12" o.c. Bottom Chord of Truss fastened to Sill Plate w/16d common Nails @ 12"o.c. 1/2"0 Anchor Bolt w/2" Flat Washer w/min. Embedment 4 into Bond Beam @ 4' o.c. (Typical) ATHINO End Truss 2"X8" P.T. SYP Sill Plate fastened to Bond Beam w/l/2"O anchor bolts @ 4' o.c. 2"X4" Nailer Typical Interior Trusses Min. 2"X4" Lateral Bracing Continuous per Truss Manuf. specs. 1/2" Vinyl or Gypsum Ceiling Board TTPICAL GABLE- E-11 D ffALL DETAIL SCALE: ISIT25 2"X4" Vertical Brace added to every Vertical over 4' in length. Brace to be minimum 80% length of Vertical Truss Member. Fasten Brace to Vertical w/16d Common Nails 12" o.c. 2"X4" Nailer — Lateral Bracing installed per Pre—engineered Truss Plans Typical Interior Truss /2" S.R. Gypsum Ceiling Board Bottom Chord of Truss fastened to wall top plate w/16d common Nails @ 12"o.c. End Wall Studs Simpson LST18 (or equal) fastened w/ 14-10d Nails. 7-RAME WALL DETAIL SCALE: NTS j z CIA Z 2 qt� Ln EIIIIIIIIIIIIIIIIII r2z z F-4 0 z z Z Issued for: Date: 0 PRELIMINARY El PRICING El BIDDING N PERMIT 12/27/2019 El REVISION #1 4 01 00 N Ln mom Ln -*.jg License Number: 73539 A=8 mwn by: FRANK DE-JOSE, PE c 4 ki