The URL can be used to link to this page

Home My WebLink AboutBuilding Plans17 5 b _16V.A!�_ ^ .' c ) 3�'z: _-70 DESIGN CRITERIA: ABBREVIATI'ONS • STATE OF FLORIDA _ CERTIFIED BUILDING CONTRACTOR: • a=A BtTzim CODE, RESIDENTW4 FI ABV ABOVE LAV. 6TH 1 DMON (2017) A/C AIR CONDITIONING LUM. • yTT LOCH � STATE CODES. 111a1+ W�.all4 V ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR. AMR AMPERAGE MIN. DR HORTON HOMES .00CUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD M.T. CT. CENTER LfNF:. MTD. 1430 CULVER DRIVE NE *CONSTRUCTION TYPE - VB CAB. CLG CABINET c LILING MTL. N.T.S. • MIN. INTERIOR FINISH - CLASS B PALM BAY, FL 32907 • BASIC WIND SPEED - VIIlt=160 MPH ci>Nr CO c ONcRI TE CONCRCLEARETE PL PL TEL: (321) 733-7092 Vasa=124 MPH CPT C.T. CARPET CERAMIC TILE P.B. PH, • EXPOSURE — C D. DRYER PLT. FAX: (3 21) 7 33 - 7 9 7 2 1-STORY R98IDENCE - DBL, DOUBLE PLYWD. D,G- DUAL GLAZED PR. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL Dik DIAMT*R P.T. AND STATE CODES DIM. DIMENSION R. DISP. DISPOSAL RAD. _ DP. DEEP ..,.. R..A.G. DR. DOOR, REF. • STATE OF FLORIDA SQ.FT. f CALC. S D.S. DTI: DOWNSPOUT DETAILR.O. RM. PROFESSIONAL ARCHITECT: D.W.DISHWASHER S.C. LIVING174i SQ. FT. E.4. EACH s D. MICHAEL C. ANDERSON GAR44E 411 SQ. FT. EQ. [3Q: rQUALrLEVAI<)N EQUAL S.H. SHE ENTRY 36 SQ. FT. E.XH. EXHAUST SHTHG.' D i All. No. 17305 3 0 5 LANAI 93 56�. Ft. EXT. F.c.irX . EXTERIOR Flxr•.D cI_nss Sim. srM. TOTAL 2287 SQ. Pt. F.6. FIN FUEL GAS FINISH ST . S A.B. DESIGN GROUP, LLC FLR. FL STFLOORFLOORD. . 551 S. BLVD., SUITE 202 TOTAL 150242 cU.FTf. MAJOR. FLUORESCENT RENCH DOOR FRENCH DOOR SwS -APOLLO FR.. MELBOURNE, FLORIDA''32901 FOOTING TEMP; q Tel: (321). 802-3591 GA_ GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THx. T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. - H.B.HOSE IiIB H.C.HOLLOWEADER CORE V.P. J DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER HDR xrnor:R W. INS OR HT HEIGHT Wi NSUI_ INSULATION WU. ' INT. INTERIOR WDW. THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WYH W.I. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED 'OF FURTHER' DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI`s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. ;REVISIONS LIAVATORY DATE DESCRIPTION LUMINOUS MEDICINE CABINUI' 01/05/18 51D SET ISSUED OIA5/18 2011 FEC UPDATE MANUFACTURER MINIMUM 01A9/I8 BID SET RE -ISSUED METAL THRESHOLD MOUNTED METAL 04/18/18 FOOTING REVISIONS PER M. BOWES SCALE ON CENTER ON CENTER 02/22/15 ---------------------- PLAN MAINTENANCE PROPERTY LINE PUSH HUTTON 04/254S ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON - 04/254S REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE PHONE PLAIT, 05/06AS --- -- ELIMINATED LEDGERS AT ENTRY- ELEVATION 'B' PLYWOOD PAIR PRESSURE, TREATED 06/0349 ADDED DOORS TO OWNER'S 5ATH WIG AND WATER CLOSET RISER RADIUS 06/21/19 ADDED LED LIGHTS ® KITCHEN 4 BATHROOMS PER MAW BOUT S RETURN AIR. GRILL REFRIGERATOR ROOM R OUGHOPENING --- - --- ---- - ----- — -- SOLID ID CORE EXT DR SMOKE DETECTOR ---'- SINGLE HUNG --_— SHEET -- SHEATHING _ SHOWER SIMILAR SLIDING - SLIDING CLASS STANDARD -- -- --- SHEAR WALL: ---._ ——'...---- SECTION TEMPERED GLASS ------- -.-- --- ----- — - THICK - ---_—_— --___.— TOP OF CIURB TOP OF PLAIT -. ——--_-_—_-- TOP OF SLAB TYPICAi. -----_.------------- UNLESS NOTED TER HEATER OUGHT IRON INDEX, OF ,DRAWINGS ARCHITECTURAL SHEET'- ff DESCRIPTION PG CS -COVER S14EET PG GN-GENERAL NOTES PG Al , FLOOR PLAN PG A2 ELEVATIONS PG E1-ELECTRICAL PLAN PG P1-PLUMBING ,PLAN PG M1-HVAC PLAN PG DI -DETAILS PG D2-DETAILS pP► PG WAI -WALL ASSEMBLY DETAILS - PG WA2-WALL ASSEMBLY'' PG WA3-WALL ASSEMBLY DETAILS "I G®MGo PG WA6-WALL ASSEMBLY" DETAILS C,G©�vG��G STRUCTURALi SHEET # PG S1 A --FOUNDATION PLAN PG S1_1A-DETAILS PG S1.1B-DETAILS PG S1.2-DOWEL tPLAN PG S1,2Are--DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG SN1-DETAILS PG PAi-PRODUCT APPROVALS DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA 4. nnn" )CZ /14-A v�, r MICHAEL O. AiNDERSON Ali NO 17305 DATE 10/24/19 GENERAL NOTES I ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLE STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WOR PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE A17 ENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THEWORK. FOR THE RESULTS OF ANY ERROR S, DISCREPANCIES OR OMISSIONS IN THE I BE HELD RESPONSI BLE 0 THE CONTRACTOR WILL E , CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION A ADIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRE CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONT CTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESI GN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAG`IRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MANCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIRE TS. _ 10.[RA RACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY QH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND TY BUILDING AND ZONING CODES. 11.MING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP ING, 12.ITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, G SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION ED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE CATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE ING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF ULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. i NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: II STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I; ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER i CHAP TER 6 WALL CONSTRUCTION AND. TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING HALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSI N OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH Ya" AMAFLEX. 1 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATIONOF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE, SUPPLY SI ES HALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO�DIV RT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 0 ERINGS 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR }THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE L 1 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT. PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS / APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" HICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR POI ND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R7017.1. ALLSTU'CCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS III FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENE�RATNON DETAILS VENT PENETRATION DETAILS WEEP SCR ED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.7. FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDEIWITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE 'I DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32909. PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 e k v> C P o U w 0 F a 2 I I FCR DIV. 'Y°mEEKSIDE HASE 2 OT #71 PROJECT# 04321.200 071R1 MODEL,: 1756 "EASTHAM" GAIRAGE SWING. LEFT ]PAGE: vome� ) GENERAL I NOTESa ARCHrrI STATE OF FLORIDA IDA Ins a . n �.. tv a rat4P5@mrtp vS .a... a. ommmmo ATE; 10/24/19 DATE; " FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302-S.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 C01P009 MD CLAIM WID I.= BA81C WILD DF'08M FOR 3 SECOND GM OPBoI]8 BMWE ZW 1801PH WILD NO RI3uWO MD WE FOOTA(E MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 8070 O.H.D. 56 5 325/-38.0 W6010 O.H.D. 112 5 30.5/-34.4 SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DAIS 03/20/B PER �ppppprILaR`UI N I TOP PLATE BAR DETAIL r. ... • t is yi 4 . x � GABLE IV�A�nl lWe 0z,a5", is n I r x"l 3wp' t dumw, OA; '` ?W 33'N ROOFS FIGURE R30112(7) CONWOREUT AND CLADDING I R ZONES o ii SQ.FT. CALC. S LIVING 1141 SQ. FT. GARAGE 411 $0. FT. ENTRY 36 SQ, FT. LANAI 93 60. FT. TOTAL 2251 SQ. FT. TOTAL 150242 CU. FT. FLOOR PLAN MASONRY/FRAME WALL LEGEND B13 II'-8' BRCx. 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-6' UNLESS NOTED OTHERWISE SCALE: 1/4' = 1'-0' NOTE: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OIL 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U 0 yyF �G A F A Cv SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071M MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: FLOOR PLAN 60 MPH EXP. C 00 ARCHITECT- STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 rrciav-a- 10 24 19 DATE: SCALE: SEXEET VMS Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4" concrete screw 6'IIedge,distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Type 1: 3/16" or 1/4" Et CO Ultracon anchor 6". max. from corners, 11 3/4" o/catjamb, 16" @ head. 1 114" empedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1�i4" o/t at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons mid$pan and one at lower frame required vertically each side. FL16103.1 R13 4/30/202d SH Window Ply Gem 1500 Ply Gem Non Impact Install permanufacture,rs : recommended requirements. (+38) / (-48) (+50) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor.. 6" max. from corners, $. 1/2" o/c atjamb, 6" @ head. 1 1/4' embedment. Eight additional tapcons top nd bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufz cturers recommended requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 11/4" embedment. Type IL• 3/16" or 114" ITW concrete tapcon anchor: 6" max. from corners, 8 1/2"',o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons, top and bottom required horitontally,two midspan vertically FL16104.2 RS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (48) (+55) / (-55) 1/4" concrete tapcon anchori 2 1/2" minimum edge distance. 6" max 0/c from corners Builders Series w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL 1 34.1 6 R4 12/31/2022 Sliding Glass g Door Ply Gem Non Impact p (+33) / (41) (+50) / (-50) r Sill Riser 1/4" concrete screw 6" edgedistance@head, 4" edge distance @_Iamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. 'r FL20461.17 R4 12/31/2021 Opaque single Smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+47) / (47) door with transom - Double Garage 323llh" " C /8" x -/4" Hiti sleeve anchors 6from ends 22O / �. FL16107.3 R10 12/31/2020 Door 16.2x7 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (42) Use galvanized zinc coated),roofing nails, 11 or 12 gauge, with at leas4,3/8" dia, heads, long enough t penetrate through plywood or 3/4" into boards. Use 4 nails per ` shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each vnd and 1/2" FL7006.1 R10 12/31/2020 Roof IKO above each cutout Dna nails straight so that nail head is flush with, but not cutting (+36) / (-47) N/A <� into shingle surface. Miami -Dade approved "' sued corrosion risist ��. 1-1 pp o ant tin caps and 12 ga /4 annular ring FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 Inte web N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the A N/A i (R7) (PENDING APPROVAL) field. Position Vent Flange beIneat, loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flan e. Slide the to and side flanges f n de an es o the venCundernea he shingles and g p g underneath g allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized - or stainless steel roofing nails having a min 12ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in OFF -RIDGE VENT WITH the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A cement/mastic. all loosenedshingles shall be adheared down with roof - cement/mastic. Refer to and follow Manufacturers installation instructions. AOR is not responsible for Errors,'lomssions or interpritations of this Installation Method. Apply Roofing Sealant n all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under, shingles to roof deck. F�stenlBase Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/ ) nail ea corner @1' from edge. Fasten each Side of Base Flange using (3) nailes paced nominal 5" apart and 1" from edge, Fasten Top and Roof Vent Bottom using (3) nails paced a nominal 5"apart and 1' from edge for a total of 22 FL3792.4 R11 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams an nail heads and loose shingles. Refer to and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.L (+31:6)/(-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless ste_ll_o_r E�CO Panelmate with minimum embedment @ 13/4" in Hurricane Panels Hurricane Storm concrete /masonry, 2 to /2' m in. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span p 24 GAGE panel MSG. N A / screw all thread but i" Wing nuts. N/A + or - 20 ps.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 �I/2' min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 6' span or more p 24 GAGE panel MFG. N A / screw or all thread but ith Jain nuts. �' g N/A "+ or - 20 ps.f. Install per manufacturer recommendedrequirements. F117147.1 R4 6/27/2020 Zip System Wall Shei' hing Huber N/A' N/A N/A sneathing 551 S. APOLLO BLVD., SUITE 202 MELBOURN, FLORIDA 32901 PH:3 i1-802-3591 www.abd6signgroup.com AA #: 0003325 J ST iLUCIE COUNTY MASTER PA 7t0JECT* MODEL: EXPRESS SHINGLE it ✓ RAGE SWING: Eli 60 MPH EXP.0 ARCHITECT: STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 t PRINT 3/9/20 11 DATE: SCALE:1/4" 1'-Q" �® SHEET P AI 7NTROL DATE 3.9.20 A GENERAL NOTES SITE WORK E, I; 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA: BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). j 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED =? IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS; SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION, THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21 2 3 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. I 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TC WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL y DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. la 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO E ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 : ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISS ONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. { 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, ECHNIQUES 6. COMPACTION BY FLOODING OR.JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE RE UIRED CODES Ili 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE C NTRACTOR Ii SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3 0 BEYOND NEW FOOTING LINE. 1 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. C� 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. CONSTRUCTION OBSERVATION 11. SWIMMING POOL, DECK; SPA, AND ASSOCIATED WORK IS TO 3E PERMITTED SEPARATELY BY ENGINEERED SHOP CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DEI IGN GROUPS DRAWING. " SERVICES FOR THIS PROJECT. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT-0B ERVATION OR BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION w REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, ACERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: GARAGES AND CARPORTS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1. GARAGE DOOR TREATMENT IS IN ACCORDANCE WITH RULES ANDILAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF r A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET AGRICULTURE AND CONSUMER SERVICE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPEN INGS'BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES INsICKNE, SOLID OR HONEYCOMB CORE STEEL DOORS f NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOOR . 3. AS PER SECTION R302.5.2. DUCTS' IWTHE'GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DINT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. , 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/z-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE: GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQ IVALENT WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHAL ALSO BE PROTECTED BY NOT LESS THAN 1/-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B I NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN' 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24 AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LANES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH'/z" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER5 T I 0 DIVERT ALL VEN TS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVOINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVE: PA ER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COAT1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703:.7:1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEV R DRIP EbGE DETAI CORNER BEAD DETAILS WINDOW ASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDIDW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -11A AND R703.7. FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEIL'NG� 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W"DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., O SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ryrA 1 r, IFI r4 4` I� 2 I� 0 U33DJ1V. 8e LOT: CREEKSIDE PHASE 2 LOT #71m..,� . PROJECT 04321.200 071R1 S) 1756 E"EASTHAM" ARAGE SWING: LEFT I. PAGE: r, GENERAL NOTES 11" Cl STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOIU SPEED TOPOGRAPHIC DESIGN WEATHERING° FROST LINE TERMITE` LOAD (MPH) EFFECTS',CATAGORY r DEPTH b NA 160 C NA NEGLIGABLE I NA JvERY HEAVY WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP' REQUIRED" INDEXTEMP 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WltH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10S 40'-0" 91-411 14'-m" 12 _011 41_Q11 25-SH 25-SH EGRESS EGRESS - — — — — — — I°I — — — � I LAv. I LU/ ENC AN T. I C. LANAI j 4 -0 OWNER'S .6 BATH OWNER'S SUITE 8'-8' CLG. -µ II_QI 61_211 11_/ II `1/ T. G. 6068 S.CsJ7. �I W.I.C.---Q 8' CCLG -- . V 9,1 Q - G/ �I_41 1m" 5I_®11 �_QII L 1®'-®" I'-4° 51' 511 I I � ir 1R-1SH WG. W/ 0 0 n ECSHLUR ro I; n II1-211 v 1 -61— 10' 61 21 20'-4" FT L wLuTa/ ul BATH #2 1 -8 cLG BpDRM.#3 3:2_0 GREAT ROOM 8 -8 GLG. 1 1 m`s _T. - C - '.. I . 3'-11" 3 -6 il u 1"' DINING e N `8 R ACs. I_ I ROOM �� hI 64 GLG. in m Qlrl m n "'u1 21�1 I— FLOW-THRU cp TOP 4'-0- T. 6'-10" --„ 7' 6" 3'-4" 5'-4' 4'-4" 8' 8cLG LAUN. �_ --_ _ C_ R -8 8'-8' CLG. I ---r T. _ _ _ _ _ _ F-- — Fs 1111 3-81 — — FOYER Mt 8'-8' CLCs. 1 h 2-0 J. C 22'x54" O X @ I I\ IdD A ATTIC I II 7 lu L ACCESS U — MT. lz7 O 7 U --� \J - II 0io e oND BOLLARDJ I II KITCHEN AS REQ. 5 01 IL�}�, I I 0 PER B opE v 10 ji 8 8 GLG ENTRY ;, - _01I 111 41 1 y `-1 Y3. 1 f w - yr� _� \ , ry GARAGE ALGGE tt v eN00 In av L 9 1, € SQ.FT. CALL. S LIVING 1141 SQ. FT. GARAGE 411 $0. FT. ENTRY 36 SQ. FT. LANAI 93 SQ. FT. TOTAL 2281 SQ. FT. TOTAL 150242 CU. FT_ III e !n MASONRY / FRAME WALL LEGEND 177777 8'-8":BRCS 77, a 11'-8' BRCS. 4' INTERIOR NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOOR5 TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE COWON IW AND CLADDNG MIND LOAN BASIC MIND EXPOSURE FOR 3 SECOND GISTS — OPEWW AND TYPE SOUNE FOOTAGE ZONE N30 MPH MILD (YIIH REMARKS MIN. WINDOW r-B4/-45 CRITERIA 10 EXTERIOR SWING *- DR. MIN. CRITERIA 21 5 32/-42 �m- S.G.D. MIN. 12 5 30/-3� ;I CRITERIA; 8010 D.H.D. 56 5 325/-380 �1 16010 O.H.D. 112 5 30.9/-34.4 ' la I SOFFIT N/A 5 31.6/-38.8 r I { ROOF TILE N/A 3 -68.29/ IF -5829 APPLICABLE BASIC* WIND SPEED MPH = 160 (Vult) INTERNAL a a1uuuvi,u �.uri•y+ll/,G1V1 = 2 U.10 bLll Ci. (;A'1'.=11, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. L5 (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT I - - MANUFACTURER.: COMRGL DAB 03/20/11 v v PER FLR c\ LAN DTOP PLATE 0 ,n CV r BAR DETAIL A SCALE:1/2'=I' GMLE ROOFS IN IN WALLS 1 � � t3a � SS I co HB m 25-SH ryg' in < .. r I'a 41. �� Lx II II 16 -0 X 7 -0 O.H. _ �I � s n 1 �afw -------------------^— s .N $}i-011 3 0 +y FLOOR LAN 3 _QIII-jl11I J'-°_ I_ II 20 0, 11 13-4 R1 1L#A1:+ IO*El I_ 6 8 SCALE: I/4' = 1'-0' NOTE: 40 -0' - VERIFY CONDF-NaER Ii LOCATION WITH SITE PLAN. az -OTHER O} NINC'sS BETWEEN THE GARAGE AND RESIDENCE SHALL 1; I SROOFS45MM) BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 I n fI 4 110 0( 3 IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT �� 4 i� .�.:. t38.FR I LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. ICI I m sl , ,. fax-,4 .;1w'S. . liar'.: i\h*x:.:; 4 fii eA all :FIGURE R 1,2#7 COM, POUENT AND CLADDING PRESSURE ZONE? 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32E PH: 321-802-3591 www. a b d es i g n gro u p. co n AA #. 000325 .1r _ 'EDI` . T: CREEKSIDE PHASE 2 LOT #71 OIROJECT# 04321.200 071R1 fODE7 : 1756 "EASTHAT m GARAGE SWING: LEFT PAGE: FLOOR PLAN 1. pT-T , p.. d6pq AI CHI EL g : STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 �hT 24 10 ��s['E•. //19 Wgf IX: 1/4"=V-0" � '�� -I I®I I_1 III � •� IU hJ a' -a" BRG- HGT. 0'-0" FIN. FL a'-B" E3 TYF 11111IM11 NOTE: IUALL FENESTRATION FLASHING AS PER FBGR R103.4 OFF RIDGE VENT SHINGLE ROOF SI—CJ' BRCx. M3T. 117 oll 4� 4 TYP. fa' RAISED BAND TYP. -0" FIN. FLR. 8 -B' 5RG HG7 BRCS. NC�T. 1'-0 0'-0" FIN. FLR.0I _ OFF RI�NT volml V 5RCs, HGT. BRCS. HGT. ZTYP. I I �0'-0" FIN. FLR. 'R]EA17Z ELEVATION SGALE: 1/4 = 1'-0' TEXTURED FINISH � B'-B" 1✓ pzl TYP. LEFT lE LIE VAT I 0 TAT SCALE: 114 = 1'-0' TEXTURED FINISH OFF RIVENT OFF RIDGE VENT Ti 4B I H � 2 -� ---—-—-—--—- — - -��- ■ r ----- -- -� - -- - -- -- --- RIGHT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH HCsT. I -0" FIN. FL_F -B" ERG. 0'-0" FIN. FLR, DECO DETAIL A SGALE: I/2 = el'-0' _ - ----- MODEL 1756-EASTHAM AREA'OF ATTIC = 2503 SQ. FT. NET FREE VENTI LATI ON AREA REQUIRED V 300 REQUIRED VENTILATION AREA = 2503 /300 8.34 S0, FT. 8•34 = 1201.44 SQ, IN. VIN. REQUIRED VENTILATION IN = AX 1201." UPPER PORTION OF ATTIC = 480.576 SQ IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138SO, IN. PER VENT(netfree area) TOTAL#OF VENTS REQUIRED _ 3.48 TOTAL#OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT(netfree area) LINEAR FEETOF SOFFITREQUIREC 68.65 551 S. APOLLO BLVD., SUITE202 r, MELBOURNE, FLORIDA 32 Olt PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 SUBDIV. &Ce T: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT ''AGE: b Y u LEVATION "A" r p. r� gyp. AR�IiffECTr STATE OF FLORID OCT 3 0 2019 _ MICHAEL C. ANDERSON AR NO 17305 RIKT 10 24 19 DATE: Q'� SCALE:1/4"=1'—O" Co 91MET A 2 A_ ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET III OUTLET 1/2OF OUTLET WIRED TO BWITGI-I GFI III OUTLET EOuIPED we.R•ID FAUL INTERIIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION r=xCFI GROUND CUTLWATEr�ROOF ET INTERR)PTEFERT SWITCH 6 SWITCH 3-WAY OPER 64 SWITCH 4-WAY OPER I� WALL MOUNTED 1—`f LIGHT CEIL!iti LIGHT LO LED CLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED ® VENT. PAN 1 CFM PER SO. FT. VENT. FAN 1 CFM PER ea. FT. W/LIGHT VANITY LIGHT wxruR= (SPEC'S TBD BY BUILDER) FLUORESCENT 4ES 2-BULB WRAP ® .LIGHT A RGUND (RECESSED) 4' FLUORESS B WRAP ® LIGHT AROUCENT AROUNP ' (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT . N7 ppp N7 *TRACK LIGHT 0 PANEL Sam METER SMOKE DETECTOR BATT BACK - HARDWIRE WALL MOUNTED BATT. BACK-UP'- p SD. SMOKE DETECTOR W/ HARDWIRE flu ® 8/GO CARBON MONOXIDE SMOKE DETECTOR HARDWIRE INTER -CONNECTED SHALL Me A DISTANCE COMBD OF NOT LESS Ti-EN 41. FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE PI EVATFD DISCONNECT TO RF A AIR CONDITIONING DISCONNECT H V I LJ TELEVISION JACK CEILING BOX REQUIRED TO BE SUPPORTED IN O J_BOX ACCORDANCE W1 BOX MARKED AS SUCH FOR INSPECTION CEILING BOX 'ED IN IN TO BE SUPPORTED CEILING FAN/LIGHT ACCORDANCE W/ BOX MARCEP AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT n n n n n n 7 ----� LIGHT STRIP - 46' INCANDESCENT LIGHT STRIP FLOOD LIGHT i OPT. SECURITY KP KEYPAD PIK PI1SH-BUTTON FOR CHIMES • LOCATION OF TV JACKS 4 PHONE OUTLETS E FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR 6TH EDITION (29211) NEG 21012 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT, • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 F51_i2 6TH EDITION (20I1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5C9 6TH £D (20111 • ALL WORK To COMPLY WITH ELECTRICAL PROVISIONS OF THE FIl ST44 ED (29 11). • ALL I -AMPS SHALL BE SELECTED BY BUILDER ANQ jr; Nls OF LIG,TIMUST BE ENF? -Y EFFICIENT TYPE PER F-..- ENERGY C rvnu ioCainCNTIdI ENERGY EFFICIENCY) 2011, 62EDITION %404.1 FI tJ OWNER'S , BATH i EN BEDROOM #3 t PRE -WIRED \ • TI. CEILING MTD. LIGHT TO l OWNER'S BE INSTALLED, PROVIDEI SUITE J-BOX FOR OPT. FAN PRE -WIRED `�� CLG FAN . 4g I WIP LANAI GFI PRE -WIRED �t CLG FAN 5/CO GREAT ROOM g' all PRE -WIRED N CLG FAN CLG FAN \ CxFI ) e / 4� BEDROOM #2 I s/c 0 DINING ROOM qy OET UTL ' O i FO PRE R DW GFI -WI RED 1 - - CLG FAN , r n GFI op� FOYER,, LAUNDRY I I GFI a GFI G �' f .' 'iJUJ, . I SINK WP 44' A.F.F. - 44' AFF. WHL GFI GARAGE KITCHEN z DOOR // `� CONDL I WALL MOUNTED BOLLARD i \` LIGHT W/ SWITCH AS REQ. '' ` HOOD IN ATTIC r/ BLDG. PER BLLDG. /� WIRE W/ I1 CODE WI (01 0 L L OUTLET , t --I FOR ENTRY 1 - - I I FUTURE a- MICRO METER FIELD z I I VERIFY Q I LOC. (L i II'I KEYLE55 FIXTURE (GFI) I IRRIGATION I NOOK OUTLET IN GARAGE 4&' AFF. / 7 • , II i Oi�T. COACH LIGHT �--------y� ELECTRICAL PLAN SCALE: 1/4" = 1'-0' PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr De scri pti on Watts Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 lid is rowave I Hood 1800 3 4 912 1 20 Small Appliance 1500 5 6 Space Space # 12 1 20 Refrigerator 1500 7 8 #.12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 1 #12 #14 1 1 1 15 Foyer Hall 900 1 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room / Din. Light 1 Lanai AFCI 900 15 16 #14 1 15 Kitchen Lights / Pantry / Drop AFCI 900 17 18 1 1500 Washer GFI. 20 1 #12 #14 1 15 Bed #^</ Laundry AFCI 1200 19 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2 AFCI 900 21 22 1200 Garage its & Recepts. GFI 20 1 #12 Space 23 24 900 Owner Bedroom/ SD's AFCI 15 1 #14 Space 25 26 900 Owners Bedroom / W.I.C. AFCI 15 1 #14 Space 27 28 1200 Exterior Lts & Recepts. GFI 20 1 #12 Space 29 30 Space Space 31 32 ' Space Space 33 34 Space Space 35 36 Space. Space 37 38 Space #6 2 60 A/C AHU-1 (Heater 10 KVA at 65% 9600 39 40 4400 N.C. A/C C.U.-1 40 1 #8 41 42 Load subject to demand factor calculations / line 23400 26800 Load subject to demand factor calculations 1 line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULTCIRCUIT INTERRUPTER INC, NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 50200 First 1000O watts at 190% 10000 Remaining watts at 40% 16080 Total A/C load 10% for itdure growth 1608 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 27688 Total Am s (watts / 240 volts) 115.4 °L o _I I L I I I I Ii \\--------- LED LIGHTING C DBL. LAV. OWNER'S BATH 150 AMF ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR III EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE_ PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CO`iCRETE ENCASED FOOTER STEEL PER ELieCTRICAL PROVISIONS OF THE FBCR III �TION C2011). 5/8" PIA X & FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. abd esigngrou p.com AA #: 0003325 1rrr!, F F U W q Ewr A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT>.� 04321.200 071R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: tj ELECTRICAL PLAN a 160 MPH EXP. J ARCHITECT: STATE OF FLORIDA OCT 3 0 2919 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 24 19 SCALE: 1/4"=1' — 0" SHEET El 2'-2" ------ - n I �7 I II 4-1 2m'-2 I I PLUMBING PLAN SHWf IN LUMBING RISER DIAGRAM 551 S. APOLLO BLVD., SUITE 202 JIELBOURNE, FLORIDA 3290 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 UBDIV: T: CREEKSIDE PHASE 2 Kn LOT ##71 PROJECT# 04321.200 071R1 1756 "EASTHAM" GARAGE SWING: r , LEFT �s=AGE: PLUMBING PLAN °t �0 MPH EXP. C ARCH A S� a ='4YF LORID; r^ i, Pi OCT 3 0 20}j MICHAEL C. ANDEAR NO 1730 DATET 10/24/19 SCALE: 1/4 1'— 0' SHEET p 14 ----- 14 I � t)V6`L T�A41 f -_ 10I 120 C:FM f 4' 4 I - - 1 -= 14 v 6'----"kg.-- 14 x Ln , 10x6 IO�X�6� 120 CFM I-S CFM I�SI n BATH i in 50 lox& :h,, _ CFM 175 CFM II, 120 GFM SX4 FM �Fl�tik'j1']' 4� c G?Ii� ,I 4' 1 ) 1& - 4 I i I � �, raIT\ �x 120 CFM �1 ��()m HVAC PLAN SCALE: 1/4' = I'-O' x-VAl FLOOR SLAB ON GR EXTERIOR U CMU - INT IN; FRAMED WD FRAMED WD CEILINCs UNDER ATTIC EASTHAM EQUIPMENT SCHEDULE 2b TONS MFG C.U. A.H.U. HEAT SEER TOTAL CAP ELECTRIC BRKR REF LINES CARRIER 25HBC530A•030• FX40W5r-)031L 5 KUJ S SEER 28400 208/230/110H G.U. 30 A.H.0 35 A% 3/4" t 3/8" ` l 0 a o U W � � k O w c 4 F I a dySST:rDI a �a CREEKSIDE PHASE 2 LOT #71 i :F4R®JECT* 04321.200L071R1 MODEL: 1756 ""EASTHAM" GARAGE SWING: LEFT PAGE: HVAC �I PLAN 0 MPH EM D 10/24/19 �a Sc t SHEET mI 2X4 TOP FLATE PLAN PER FLR 1/2' CLG. 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL 5 32' O.C. MAX FIN. FLR PRE-FAB TRUSS 2X4 WOOD STUD5 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C- TYP. INT. WALL (NON— BRG. SCALE: 3/4' = I' -O FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905-I-I ON a' O.S.B. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR " "'A SLEEvE, 40T CUT 4R-1 BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A)PIPE THROUGH BOND BEAM D 1 SCALE: 3/4" =1'-0" L,5/8' GYPSUM BOARD o� OR 1/2' HIGH STRENGTH CLG. BOARD PER _ELEVATION _ Y SEE ENERGY CODE FORMS FOR INSULATION R-VALUES �REFERENCE STRUCTURAL PER ELEVATION �R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS — ,,,— REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS s 24' O.C. 8' CMU � I/Z' GYP. WL. BD. \ WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSO5.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE REFERENCE STRUCTURAL I PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS L VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY -_0'-0' FIN. FLR W/ WINDOW OPENING B TYP. WALL SECTION \J NO OPENING NOTE: PRSECTION cJOE 1l1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 1—STORY HIP BLOCK WALL (2) LAVER UNDERLAYMENT SYSTEM SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYP:= II, ASTM D 486S TYPE Iv, OR ASTM D 6-15-1 CAULK AND SEAL - -. GAS LINE I il• PVC SLEEVE FOR GAS LINE a, CMU '.,.� 1/2' GYP. ILL. BD. WOOD BASE 2B GAS LINE THRU BLOCK D1 SCALE: In'•I'-® FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON In O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I_m MTL- DRIP DRIP EDGE O 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATJL PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR S' CMU Ir!' THICK, Y COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALv. STEEL " 1 TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REGL VERTICAL TRACK 1' MIN. 15Y MAJF. SLIDE FASTENED TO TRACK BRACKETS ROOM Ul/ PRODUCT APPROVAL REQ. a, cm SEE STRUCTURAL FOR REINFORCEMENT - 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REGL -SEALANT s BACKER ROD UJEATHER STRIP MOULDING ALL AROUND (BY DOOR MANI.F.) -OVERHEAD DOOR BY OTHERS GARAGE DOORJAMBS SCALE: 1 1/2"=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ -STIFFBACK AT ALL UPRIGHT, - PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER +'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER I,_O, FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS n W/ WINDOW OPENING LTYP. WALL SECTION N O OPENING —STORY GABLE BLOCK WALL SCALE: 3/4' = I' -C' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W Ell W U a F 0. v r7 W O F SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PACE: DETAILS 60 MPH EXP. C oo ARCHrrECT: STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE: / / SCALE: 1/4"=1'— 0" SHEET L) 1 6 MIN. TO 131-K W/ (2)VX8' A -BOLTS 4' EMBEDMENT MIN. WASHER AND NUT SPACED EVENLY FROM FLOOR TO �00� IM1IJOINTS PRIOR TO FILLI 'SECURE 2x4 ONE" FLAT TO BLK W/ CUT NAILS. SIDES! 2X6 GARAGE DOOR BUCK W/ (5) )/e'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 6 CENTER OF DOOR HEADER W/(U)4'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XK' WASHER AND NUT. - INOTES: 11 1 ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (T)BUCK ATTACHMENT D SCALE. I!!'•I'-0' j- 8' CMU ii' DRYWALL I'X4" OR 1'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ W&I TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4= SECURE t0 BLOCK W/ 3/6' 2X4cm TAPCONS (MIN. SHANK SIZE SECURE TO BLOCK W/ .145 TAPGONS MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 WITHIN S' OF EACH END 4 15" O.G. MAX SPACING. NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 )14') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 2X6mm MUST BE ON OUTSIDE 4 SECURED THROUGH 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 ` SECURE TO BLOCK W/2-%,' TAPCONS NON-STRUCTURAL 3/fb' 2X6 SECURED THROUGH NON-ST RARA NON -STRUCTURAL 3/fb' TAPCON MIN. 1-Y4' SECURE TO BLOCK W/2-%, MIN. (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8" CMU (MIN. SHANK SIZE .145 MIN. EMBEDMENT 1 Ya') 14' DRYWALL MIN. HEAD SIZE 300 8' CMU WITHIN 8' OF EACH END 471�11 MIN. EMBEDMENT I Y4') DRYWALL 18' O.r- MAX SPACING. 2X8:® 1'X4' OR I"X2' P.T. NAILER WITHIN 8' OF EACH END SX80.G�MAX SPACING. 4 ❑ 1 I'X4' OR 1'X2' P.T. NAILER 3 SECURE TO BLOCK W/2 - /I6' xb' O S B. X 4' MIN. TAPCONS SECURE TO BLOCK W/2-31& (MIN. SHANK SIZE .145 DOOR CASING TAPCONS DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW IS' O.G. MAX SPACING. MANUFACTURES DETAILS. EACH END 4 ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB 8' O.0 MAXF SPACING. MANUFACTURES DETAILS. (DO NOT EXCEED Y4') NOTE, SWIM AS NEEDED TO pWM5 JAM (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +T C WINDOW TO BLOCK +1-15/16" _ E WINDOW TO BLOCK +3" SCALE: N.T.S. SCALE: N.TS. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" D.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3n6° SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCON5(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8" CMU -V DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR I'X2" P.T. NAILER 2X8cE= SECURE TO BLOCK W/1-1/4" 3f6' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH ENp 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO FLUMIS JAM MO NOT EXCEED )4,) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" ` SCALE: N.T.S. 2X4:® 2X4:® SECURE TO BLOCK W/ 3/fb' 2X4:cm 3 SECURE TO BLOCK W/ We,' SECURE TO BLOCK W/ o' TAPCONS SECURE TO BLOCK W/Y4' TAPCONS OR TAPCONS (MIN. SHANK SIZE .145 TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1,1144) WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH EIND 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 5' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. MUST BE ON OUTSIDE: 4 2X6:® SECURED THROUGH 15" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® 2X6 SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL 3i(6° 2X(o:® SECURED THROUGH SECURE TO BLOCK W/2-)fb' SECURE TO BLOCK W/2--%' NON-STRUCTURAL 3W6` TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAF'CONS TAPCON MIN. 1-Y4' .145 EMBEDMENT INTO BLOCK TAPCONS TAPCON MIN. 1-Y41 MIN. HEAD SIZE 300 (MIN. SHANK £a12E ,145 EMBEDMENT INTO BLOCK. 145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK _ MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU MIN. HEAP SIZIE 300 MIN. EMBEDMENT 1 Y41) MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 MIN. EMBEDMENT I Y4') ' WITHIN 8' OF EACH END 4 8' CMU WITHIN S" OF EACH END 4 8' CMU 18' O.G. MAX SPACING. ❑ Yt DRYWALL WITHIN B' OF EACH END 4 8 CMU IB' O.G. MAX SPACING. ' 18' O.G. MAX SPACING. ❑ Yi' DRYWALL YXB:® 1 X4 OR I X2 P.T. NAILER 18' O.G. MAX SPACING. DRYWALL , DRYWALL I'X4' OR 1'X2' P.T. NAILER 2ND 2X SECURE TO 2X8:® ❑ 1'X4' OR VX2° PT. NAILER 2X8� SECURE TO BLOCK W/2-�fAE STRUCTURAL MEMBER 2X8'm 1 X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2-we., DOOR CASING SECURE TO BLOCK W/2-3/W6' POOR CASING TAPCONS(MIN. SHANK W/C2)12d WITHIN 8' OF EACH SECURE TO $LOB: W/1-1/4' ' P.T. X 4' MIN. TAPCONS TAPCONS TA a,4 DOOR CASING MIN. HEAD SIZE 300ND 4 6 TO 8 O.C. MAX(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1Y4')DOOR CASING MIN. HEAD SIZE 300 WITHIN 8" OF EACH ENDDOOR JAMB OR WINDOWMIN. EMBEDMENT I X') ATTACH TO 2X PER MIN. EMBEDMENT I Y4) ATTACH to 2X PER WO.G. MAX SPACING.ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH ENDD� MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN $ OF EACH END t TTACH TO 2X PER 15' O.G. MAX SPACING. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. 1 " O,r, % AX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) NOTE: SHIM AS NEEDED 70 PLUMS JAMB (DO NOT EXCEED .Y4') NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOTEXCEED Y4')' DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1 2 iLl WINDOW TO BLOCK +2 1/4° _ WINDOW TO BLOCK +3" %LT1 WINDOW TO BLOCK +3 3/4" B SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. F, 04 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 El W ca U W O a V W Q F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT* 04321.200 071R1 DISODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHTECT: STATE OF FLORIDA 'i �OCT 3 p 209 -` MICHAEL C. ANDERSON AR NO 17305 PRINT 10/24/19 SCALE: 1/4"=1 —0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH S 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAYBE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT i l \ PLASTER \ WRB LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS U.)RB LAYER 01, STUCCO WRAP WOOD SHEATHING .. .. NG S� 1/16' q TAL ED ZIP (PER a TO ] GAP MIN. LATH SHALL NOT BE CONTINUOUS 61 lob, MIN, 6' TO V MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' 1.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOV \ TO WALL STUDS REQUIRED PER PLAN / (D" M" TYPE CONTROL JOINT OL FOLD INWARD • PT. A O1. FOLD INUAARP • PT. A 2. CREASE • FT. B FOI a 21 O 1. FOLD INWARD • ® 1. FOLD IN UARD IS PT. A PT. A 2. CREASE • Pr. e 2. CREASE • PT. B 3. CREASE • PT. C 3. CREASE • PT. C 4, FOLD Pf. C OVER FT. B TILL PT. C TOUCHES BOTTOM FLANGE • MM. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT— SHINGLE ROOFING DRIP EDGES OVERLAP 3. EXTEND 12' BELOW SHEATHNa, MECHANICALLY FASTEN 4' O.G. MAX. FLANGE L WATER TIGHT SEAL FOLD, DQ CUT. a' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) U1R$ LAYER •1, STUCCO WRAP(ReAMB ONLY) LAP LAYERS OF BUILDING WRAP OVER "LNG FLANGE, STOP WRB A�2S, I K' ABOVE SHINGLES (FRANC= ONLY) FRAME OR CMU EXTERIOR WY]CAILI ArJ?FFD Sx5 WALL FLASHING 0 b KICK -OUT FLASHING (SEE DETAIL) FASCIA WRAP Z T N4' INSTALL lc: KOUT FLASNMG AT BOTTOM OF ROOF 4 WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE NNN / — I" MIN. LAP e METAL LATH \ xx x x LATH VERTICAL LAP TO BE P NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH \ / WRB LATER 01, STUCCO WRAP �' THICK 3 COAT CEMENT PLASTER 6" MIN PAPER LAP BELOW ONLY METAL LATH 02, WRB LAYER FORTIl WRB LAYER 02, FORTIFIBER BUILDING PAPER BUILDING PAPER \ / WRB LAYER 01, ` STUCCO WRAP WOOD SHEATHING 011il ZIP (PER SYSTEM (INSTALLED -. MANUF. SPECS.)NG 2 APER LAP SCALE: I I/2' • I'-0' ® KIC KO UT DETAIL I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 5' (229-MM). AS PER ASTM CI063 18.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK WOOD STUDS SHEATHING — OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER STUCCO — 6' MIN.' L_AP AP • LATH LAP a FAPER HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR -WOOD SHEATHING OR CMU -WRB LAYER 01, STUCCO WRAP (FRAME ONLY) e" THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z 5"X511 "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - PO NOT NAIL, INSTALL WITH ROOF CEMENT e•�2V ROOF CEMENT ROOF PER ELEVATIONS I I WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT( NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTU';RERS INSTALLATION PROCEDURES 5)" L" F'LAS ]PIING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4" APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE � FLASHING .STEP 01 INSTALL FASTENERS (CL STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N.T.S. Ill SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING WRB LAYER 01, G — STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH -6'x&' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTES2 ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE Ili Il BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NETRATION PER SECTION R703.7 Exterior lathing and —plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. TAIL (PRAME ) DRAINAGE FLANEE (UJRB L4"' R ll STUCCO UJR4R) LUR5 LAYrER #2 (FORTIFIBER — — — — — — UI (I DING fi APER) 1" IET,AL L4TH X X X x STUCCO WOOD 5HE THING L_I OR 1/lf r ;SIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEGS.) 5ELF-ADHE51YE FLA514INr — — — — — — NOTE: 1"IET L LATH: LATH TO 5E RJR SECTION RiID3-7.1 / AST1l C-B47-Oc3) r°11N. 2.5 LE35. fi ER 5Q. 'rARD (UTILITY OR NOt�-IINALk`, LATH DOES NOT 1"1EET SF'ECIFICATIONZ4l CIO 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F Pq V W 0 F 4 V W Q F � A y � � " 6 f u I II II� Ia SUBDIV. & ILO CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. jC ARCHFrECT-- STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE• / / SCALE:1/4" V-0" �- 1 —;>�y WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD IWRB LAYER 01, STUCCO WRAP DRYER VE WOOD CONSTUCTION INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING a JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER iUILDING PAPER WOOD SHEATHING (F'RAMEJ (INSTALLED PER MANUK. SPECS-) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER +12, FORTIFIBER BUILDING PAPER METAL LATH 8' CMU VINYL CASING BEAD 6' RAISED BAND Ya' TO X' MID -WALL WEEP SCREED 014 -- — --- -- -- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING N r STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINACzE PLANE (LURE LAYER 01, STUGGO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) 1„IETAL LATH X-x-x-x STUCCO '� WOOD SHEATHING L OR -1/1ro" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION A5TM C-84-I-09, MIN. 25 L85. PER SQ. YARD (UTILITY OR NO1IINAL LATH DOES NOT MEET 51=EGIFICATION5) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEG. METE'(; VERIFY LO STUCCO FINISH roll SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF. DRlr'ER VENT CAP (SET IN CONT. SEALANT.) SEALANT g TOP d SIDES VENT (BLOCK I}_ / NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE. N.T.S. APKt /A IL.) Mr-_ L >= I V 1= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEG. METER INSTALLATION OE .000D CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER J" THICK, 3 COAT CEMENT PLASTER Y8" TO Ys" MID -WALL WEEP SCREED �6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM AT cti 1=>=11 ')R SIMILAR) APPLY A SILICON RASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES �z PROVIDE STUCCO SCRATGH COAT LARGER THAN THE ELEG. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT C TRIC AL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TPA' NO MEMBRANE ENTERS BOX, APPLY TO FAt EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST f '*I - 5T E #=03 .0. •.Ovo- •a a.0a� 0. 0 0 0. 0 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, orl STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION ��FINISH .WOOD II FASTEN TO WOOD STRUCTURAL MEMBER a 1' O.G. MAX e' Grtu �Ye' TO Xs' MID -WALL WEEP SCREED �- za al &' WIDE STRIP SELF - ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES S WRB LAYER *1, �— STUCCO WRAP CUT 'X' INTO h \ SELF -ADHERING X MEMBRANE FLASHING \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEM #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER 5TFE 1 #, ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T # 5T Efi #� ELECTRICAL RECEPTACLE ,�� VAS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w O E'er, 0. 8 w q F A r SLTHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCH[TECT. STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10/24/19 DATE: SCALE: 1/4"=1'-0" SHEET WA2 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LATER "I, WEATHER RESISTIVE BARRIER �I STUCCO WRAP SUB -FLOOR PECKING 3' X 3' 26 GA. GALV. l WEATHER RESISTIVE WRB LAYER 02, FORTIF15ER FINISH LATER METAL DRIP EDGE BARRIER "2 WOOD BUILDING PAPER PRE-ENG'P TRU`S PEEL 4 STICK) LAYER SET IN FULL BED OF CONSTRUCTION 6 PEEL 4 —z `1 SEALANT,' MIN. / - 6' SAP. 9/4' HAT CHANNEL' THICK, 3 COAT CEMENT WEATHER RESISTIVE W/5/s' TYPE 'X' DRYWALL PLASTER BARRIER m SPACE FROM DRIP - PIrEL 4 STICK STICK ® DRIP 6' SA.F. ® TOP OF WEEP SCREED WEATHER RESISTIVE FACE TO TREX r . , , EDGE TO I Xs x3 L FLASHING TO SHEATHING BEHIND WEEP SCREED BARRIER 02 DECK ! FULLY EMBEDDED 4' POSITIVE DRAIN' THICK 3 COAT CEMENT \/ RIES __ IN ROOF CEMENT PLASTER0. WOOD SHEATHING .` WEEP SCREED I ya' GAP FOR BACKER METAL DRIP A.EDGE LV METAL LATH WRB LAYER "I i `��.' �� I ROD 4 SEALANT SET IN FULL BED OF STUCCO WRAP `� WOOD SHEATHING I WOODP.T. INUO (TREX) FILLER, I _ SPACE FROM DRIP ROD 4 SEALANT THICK, 3 COAT GEMENt VINYL CASING BEAD PLASTER i ` I FACE TO TREX WEATHER RESISTIVE `� 6' SELF-ADHEREING WATER PROOFING Is t WEATHER RESISTIVE VINYL CASING BEAD BARRIER "I CUSTOMG , f� \ FLASHING WRAPPED LAYER (2 LAYER PEEL 4 i BARRIER 01 r - EMERIOR GRADE X' WEATHER RESISTIVE ( , : •�.� p TOP OF WEEP SCREED STICK) WRAPPED FROM DRY WALI_ 1-- WEATHER RESISTIVE WATER PROOFING Is BARRIER 02 TO SHEATHING BELOW i; BALCONY DECK TO �,,,�,� BARRIER 02 LAYER C2 LAYER PEEL -� EXTERIOR COLUMN WRB LAYER 01, J' THICK, 3 COAT CEMENT CANTILEVER AFAW PMu wTM I •.c`orralloro n¢Lm ' ;x 4' POSITIVE DRAIN 4 STICK) \ COLUMN SHEATHING STUCCO WRAP \ aPwrraRcr WEEP SCREED PLASTER 6' PEEL 4 STICK a \ ' VINYL GOIaTIER BEAD l DECK MEMBRANE, \EEL 4 STICK DRIP EDCsE TO DECK l EXTEND OVER DRIP 6 SAS. VINYL CASING BEAD SUB FLOOR EDGE WRB LAYER "2, FORTIFIBER NO GAP IN FIELD i \ i 1 Xz x3' L FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA. GALV. SUB FLOOR i FULLY EMBEDDED IN ------------------ i SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ROOF CEMENT r-- i -- --- ------ -------- ---- --- - ---------- SET IN FULL BED OF `O 1 6' SELF-ADHEREING I I J4' X 3' 26 GA. GALv. 1 7� XI 3�a P.T. OR SIMULATED a r 1 SEALANT, MIN. FLASHING WRAPPED SPACE FROM DRIP METAL DRIP EDGE WRB LAYER "I, WOOD (TREX) FILLER, I'Xl' P.T.OR SIMULATED STUCCO WRAP v CORNER OF CANTILEVER + SET IN FULL BED OF CONTINUOUS FAGS t0 TREX SEALANt, MIN. 4 POSITIVE DRAIN WOOD (TREX) FILLER, ,� AMIGO AM66-WFWC- 180 �� WEEP SCREED ya' GAP FOR BACKER VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP CUSTOM CASING BEAD I I 4 SEALANT WATER PROOFING ]at ya' GAP FOR SEALANT FACE TO TREX - FINISH LAYER C2 LAYER LAYER l2 LAYER PEEL 4 F' -- VINYL CASING BEAD --- PEEL 4 STICK) STICK) WRAPPED FROM OPT- BACKER ROD. WATER PROOFING Ist C ANTI]LE VE R DRIP 3/4 RESILIENT BALCONY PECK TO MODIFIED 90 LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL �_ CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM VINYL CASING BEAD �' THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO (SHOWN FOR CLARIFICATION OF NOTE- 1 O VINYL CASING BE SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE PLASTER I CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH CHICK 3 COAT CEMENT MANUFACTURERS WOOD SHEATHING 5/8' TYPE 'X' DRYWALL PLASTER 1 O A DTL. CANT. INSTALLATION PROCEDURESLEGEND W/TEXTURED 4 PAINTED WEATHER rIRESIS7IVE 5/8' TYPE 'X' DRYWALL METAL LATH SCALE: 1 1/2' = I' -0' FINISH WEATHER RESISTIVE FINISHUJ/MXTURED 4 PAINTED WOOD SHEATHING FINISH P TRITER 3 GOAT CEMENT BARRIER DRAIN 4' POSITIVE DRAIN DRAINAGE PLANE (IURB PLASTER P THICK, 3 GOAT CEMENT NOTE: # WEEP SCREED WEEP O GAP N F �LDED VINYL CORNER BEAD PLASTER LA"I'ER I, STUGGO WRAP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF METAL LATH: LATH TO BE fi ER SECTION (SHOWN FOR CLARIFICATION of VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R703.1.1 IIIASTM G — 841— 09, MIN. 2.5 L55. UJRB LATER #2 (FORTIFIBER — _ _ _ — SEPARATE ACCESSORIES ONLY) BUILDING PAPER) BALCONY DRIP BALCONY DRIP PER SCE. �f"ARD CUTILIT�I' OR NOMINAL 11A EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN LATH D05 NOT MT SPEC IFIGATIONS) METAL L.4T1� x x x x (W/"L" FLASHING) SCALE: NtS NOTE: WOOD CONSTRUCTION cJTUI,^�GO �_ IF ZIP SHEAT ING SYSTEM IS - - - WOOD SHEATHINGS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE SEE INSTALLED, PLEASE SEE MANUFACTURERS WEATHER RESISTIVE 2x FRAMING MEMBER WRB LAYER sl, MANUFACTURERS INSTALLATI PROCEDURES BARRIER 01 UJOOD 6J 4EATkNG 3/4 RESILIENT WEATHER RESISTIVE OR 1/16' ZIP SHEATHING SYSTEM STUCCO WRAP X; INSTALLATION PROCEDURES HAT CHANNEL BARRIER #2 (INSTALLED PER MANUF. SPECS) g" THICK, 3 COAT CEMENT WOOD SI-IEATI-IINCx SELF— FLA6kNG - PLASTER ' VINYL CASING BEAD WRB LAYER "2, FORTIFIBER ° PLASTE 3 COAT CEMENT 2 1/2 CORNER BEAD BUILDING PAPER x� 5/8' TYPE 'X' DRYWALL METAL LATH 1/ FASTENED TO SHEATHING � � I , , I WRB LAVER �1, W/TEXTURED 4 PAINTED WOOD SHEATHING _1 O.C. MAX. METAL LATH , STUCCO WRAP x-x�-x - x-X=x-�x- FINISH TSTEM (INSTALLED PER MANl1F. OR 1/16' ZIP 641EATHINN SSPEGS- _X N ;x THICK 3 COAT CEMENT (2) 2x12 HEADER — PILASTER LTAHSIG3 GOAT CEMENT7_1 i WRB LAYER *2, FORTIFIBER N I BUILDING PAPER PLASTER x" WRB LAYER 1,�_ ' STUCCO WRAP SELF-ADHERINCs METAL LATH 4' POSITIVE DRAIN VINYL CORNEBEAD WEEP SCREED 1 "SELF- R _ x ---WOOD SHEATHINGI ,��VEXPIL VIEW FOR $° THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF I ' OR PLASTER SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP �� j CLARITY) DRIP EDGE x 11D WRB LAYER 02, FORTIFIBER INSTALLATION \ BUILDING PAPER WINDOW FLANGE WRB LAYER "I, NOTE: WOOD CONSTRUCITON A CORNER BEAD FRAME STUCC WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION GE WEATHER RESISTIVE 2 1/2 / PROCEDURES BARRIER "1 CORNER BEAD WRB LAYER "2, FORTIP15ER WEATHER RESISTIVE (FASTENER 4 SPACING BUILDING PAPER X �I P BARRIER 02 I I METAL LATH VINYL CASING BEAD THICK, 3 COAT CEMENT N ! PLASTER ' THICK, 3 COAT CEMENT, 5/8' TYPE 'X' DRYWALL METAL LATH ER W/TEX URED 4 PAINTED FINISH 6QFfi' 2igHgA� srsrr=m , 1, FINISH F ASH( ADI-IERING i' THICK, 3 GOAT CEMENT FLASHING q z , PLASTER 4, THICK, 3 COAT CEMENT VINT, CORP. VINYL CORNER BEAD POS1TIVr= DRAIN PLASTER APPLIED-=� _ WEEP SEED DIRECTLY TO MASONRY - - CR---_ - VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1q B CORNER BEAD R BLOCK 15� CASING BEAD @) WINDOW @bRIP�EDGE INSTALLATION (FRAME, NO BAND 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w U W 0 4 a [E- STJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C so ARCHf fECT STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE- / / SCALE: 1/4"=1'— 0l SHEET r/ II I I, 11 oe ---'i 2x6 SUB -BANS W/1 "x4" NOTCH END, WRAPPED IN CA PEEL E STICK METAL FASCIA WRAP I II� 1" ! DRIP EDGE ►�� I ; 1/5" TEXTURED FINISH e WOOD I �� 2X6 SUB SAND 1/2" TEXTURED `� FINISH 's CMU �1 METAL FASCIA WRAP Yell FROM �` ® fL AN STUCCO, III FROM ---- - WOOD WALL WALL EXTERIOR (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, 1" OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH �� WOOD, 1/2" TEXTURED FINISH s CMU 2x6 SUB -BAND W/1'I NOTCH w / END, WRAPPED IN PEEL 4 STICK D�L�V,4TION METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHINGS OR CMU WRB LAYER *I, STUCCO WRAP' (FRAME ONLY) WR5 LAYER 02, FORTIF15ER 5UILDINGS PAPER (FRAME ONLY) ROOFINGS CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/126 NAILS 6'-8" O.C. MAX. 2x SUB -BAND W4/2"x4" NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C@ WALL SUB BAND DETAIL @) WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tY'I NOTCH s END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ye," :ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAIIX4" NOTCH IQ END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT IT ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I E e U f4� 0 0. V w 4 i � � s� 1 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 MODEL: = 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY #, DETAILS: SUB -BAND 60 MPH Ems. C ARCHrrECT- STATE OF FLORIDA OCT 3 p 2019 MICHAEL C. ANDERSON 1 AR NO 17305 00 PRINT 10 24 19 DATE: / / SCALE: 1/4"=1' — 0" SHEET WAS v Rl 7 op o ' 4" CONC. SLAB �_0_' 0 `° TOP OF C °' SLAB -3,-6„ cp N N V 40'-0" 7-8 12'-0„ 1 1.1 1 9'-4" 8'-01, r la �F1-24X24 L 0 —1 LJ FM-12x12 Ll 3 ------FM12X18 — l 1 c co I rl w" 4" CONC. 0_ ¢ N SLAB a 0 o (n LL r I b N - I u_ 1' 8" 6,-2„ V-6" I I ll°I—L•I I•l •1 FM 12X1� 1 1.1 EXTEND SLAB 1 1/2" 0101, - TOP OF N J SLAB I I �I OD IiN Ix 1 I o in I 1.1 I I 17'-6" 21'-10" q . Lei 0 , 001 o X N LL 4" PVC ( CHASE: v 12' 82'183' 1 — TE_7171- L— 4' 20' 8° — — r Lu ~ EXTEND 1 SLAB 1 1/2" . 1 5 1/2 _ EXTEND ` 11 q SLAB 1 1/2" L FM 12X18 cDv }; I 1'-8" 3'-4' V-8" I 4" CONC. a w SLAB I co r O in 0', _j a -3 1/2 r� s< FM-12x12 cx Nv — T _ I. I;I ILL 00 ILL i N 2 1:1 I U U- I � 1.1 V in 2 NK-4> N +r8 Q ` FM-12X18 ao FMC-12X18 FMC_12X18 L 71/2 iN U77 1 FM-12Xi8 o FOUNDATION PLAN SCALE: 1/4 = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2.OP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES; SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. (REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NGVD. 5. (PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.10INDICATED #5 BAR, EIINDICATES #6 BARAINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13.I'RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14.'VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES 1N ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE"M" OR"S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16.IWIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER I I FOOTING SCHEDULE PRO IDE ORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30"LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM- 2x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FM-12x12 12" CONTINUOUS 12" (2) #5's (+)0"-0' T -1 8" SEE PLAN 8" (1) #5's O0„ 0„ FMC-12x1$ 12" CONTINUOUS 18" (2) #5's — VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's _ ( )0 -0 F1 2024 24" 24" 12" (2) #5's (2) #5's 0'-4" SECURE STRAP TO CONC. W/ C2)-3/16'X2' TAP -CONS CONC° SLAIS A/C SIMPSON WB UNIT ROLL STRAP OR EQUAL a EACH CORNER Or- UNIT SECURE STRAP TO UNITS W/ (2) 08xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., y SUITE 202 MELBOURNE, FLORIDA32901 PH:321-802-3591 www.abdesigngroup.com AA # 0003325 >,......... rr..•,.,., w ".3 b U rq F fe 0. G S " H�OIV �e LOT: CREEKSIDE PHASE 2 LOT #71 mROJECT� 04321.200 071R1 G j 1756 EASTHAM GARAGE SWING: LEFT...-.�, I='CUNDATION PLAN {�{1 b a' 60 1,41 i 1 C STATE OF FL®° 1 :I �- '�i ' OCT 3 0 2019 =%MCHAEL C. ANDERSON AR NO 17305 w c 10/24/19 SCALE: 1 /4"- f — O" SHEET s t r �i Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 } SPACING REQUIREMENTS m H Q w m c) 00 V J ¢ cl) _ Z 8" CMU WALL O co o co +- 0'-0 SL„ TOP OF AB SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36". #7 1 42" 1 EXTERIOR MONO. -FOOTING SCALE: 3/4"=1'-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE o M —SECURE FLANGE TO SLAB W/(4) 1/4"X 21/4 TAPCONS BOLLARD SCALE: 3/4"=V-0" k LAP P PLATE A MIN. OF AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTK LAPTO OC R OVER STU 2x4 OR 2x6 WOO EARINC WALL W/ SYP No 2 UDS PLANS FOR SPACIN . INC t BTM. PLATE TO BE PT. PROVIDE DBL: TOP PLAT OF VERIFY HEIGHT = OF WALL W/ PLAN BLOCKING fPROVIDE SECURE BT P E TO S /10d SONRY NAIL "O/C T GERED. A TI L METAL C N TORS NOT - RED WHEN NO FT IS PRESENT. :SEE SLAB SCHEDULE • 11 SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INTE R FOUNDATION OD WALL 9 SCALE:3/4"=V-0" (NO PLIFT) Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND > I SPACING REQUIREMENTS mC) I U) co m 4 O 8" CMU WALL COz +- 0'-0' TOP OF SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION I 6 CHAMFER (2-STORY) JOINT (WHERE • ' • SEE SCHEDULE APPLICABLE) z_ FOR WxD, BAR SIZE � AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 (: GARAGE ' SCALE: 3/4"=V-0" j W I NEW REINF. BAR SECURED W/2-PART a < EPDXY. MIN. EMBED J ¢ I 8", LINO a p FOLLOW ALL MANE. = Ir I SPECIFICATIONS FOR USE AND F- co 4" 4" PREPARATION OF HOLE. WOs J O co 30„ MIN. EACH WAY MONOLITHIC FOOTING Fr Ff FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3,'PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL LAP TOP PLATE A MIN. OF 48" ND NAIL W/ 16d COMMON ILS, 2-ROWS, 4" O/C BTM. LA O OCCUR OVER STUD 2x4 OR 2x OOD BEARING - WALL W/ SY No 2 STUDS SE LANS FOR SPACING. SINGLE M.PLATE TO BE PT. PROVIDE L. TOP PLATE USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" / 0'-0„ I /� 90%lwl�m9U 3/4„=V-0„ VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKII CUR BT. P TE TO SLAB W/ ! 9" E E ANC HOR W/ /2" ET IN HIGH STRENGTH 1/2" EMBED. MIN. @ 16" OC rSEE SLAB SCHEDULE \-4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE S EDULE FOR WxD, SIZE AND BAR QUA ITY ADDING BAR TO TERIOR CURB FOUNDATION WOOD LL MONOLITHIC FOUNDATION 7 SCALE: 3/4"-, 0 W/ UPLI SCALE: 3/4"=V-0" ---- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q Lu m U 00 J EL (1) 0 -8"CMU W coM- TOPi SEE SLAB SCHEDULE Z Z — "ISOLATED COLUMN PAD L CENTERED UNDER WALL AND �i �•- POURED MONOLITHICALLY WITH — — FOUNDATION AND SLAB SEE SCH ULE • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 10 i Z t STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o } SPACING REQUIREMENTS w m U D_ + = SLAB EXT. PORCH SLAB- W/ 1/2' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING SEE SLAB SCHEDULE 6;74" CHAMFER (1 STORY) 6" CHAMFER (2-STOR)0 • Z MATCH STEEL 2 REINFORCEMENT iv PER SCHEDULE TOPii R SIZE 148 BAR DIA. #3 ! 18" #4! 24 #4' 301, #7! 42" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LOF VERIFY HEIGHT LAP TO OCCUR OVER STUD 4- WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. ir SEE SLAB SCHEDULE Q 0" OF SLAB • a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) 9 +_ 0'-0" _LL7S TOP OF LAB r Z jn O n 13 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVL; CrHASE &lT RU FOOTING SCALE: 3/4"=V-0" FOR ,NRY SET EV: 551 S. APOLLO BLVD., SUITE 202 MEL60URNE, FLORIDA329 PH: 321-802-3591 www. a b d es i g n g ro u p, co rr AA # 0003325 T r DIV. T: (CREEKSIDE PHASE 2 LOT #71 PROJECT* 104321.200/071R1 MODEL: a 1756 "EASTHAM" GARAGE SWING: I, LEFT SAGE: k, DETAILS si .160 MPH EXP. ARCHrrECT: STATE OF FLORIDA ACT 3 0 2019 €iss`ICHAEL C. ANDERSON AR NO 17305 lTNT 10 24 19 SCALE: 1 /4"=1' — 0" SHEET St. IA PAVERS TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 1 TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/2"=1'-0" P TOP PLATE A MIN. OF 48" NAIL W/ l6idl _� VERIFY HEIGHT ,COMMON NA J 2-ROWS, 4" O /OBTM. OF WALL W/ PLAN / LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING -- PROVIDE BLOCKING WALL W/ SYP No TUDS SEE PLANS FOR SPACI SINGLE U BT P TE TO SLAB W/ BTM PLATE TO BE PT. / .. g' E ANCHOR W/2" PROVIDE DBL. TOP PLAT ET IN HIGH'STRENGTH E 5-1/2" EMBED MIN. @ 16" USP SPTH4 OR SPTH6 BTM AX. AND TOP PLATE ANCHORS W/ 1Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" SEE SLAB SCHEDULE +--op' ., TOP OF SLAB SEE S EDULE AANDND WxD, B SIZE BAR QUA TY INTERIOR FOUNDATION WOOD WAL 5 SCALE: 344"=V-0" (W/ UPLIFT) I MIN. 10" T EAD W/ 1"NOSE #4 R AR (TYP.) + 0 0 � TOP OF SLAB Z 1/2" RADIUS OR Q CHAMFER a Lp co Q L co L �} z3:a > �OQ • N R STAIR ETAIL /2"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND: ? SPACING REQUIREMENTS o 8" CMU WALL cr m U ro� { cc W SEE SLAB SCHEDULE o cc: Q o > EQ. EQ: SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY I WALL INTERIOR CURB FOUNDATION CMU 3/4"=V-0" 4 INT i STEEL REINFORCING IIjo6ROU CELL SEE PLAN FOR E AND SPACING REQUIREVENTS SCHEDULE EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY OUNDAT N CMU WALL 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 JIELBOURNE, FLORIDA3290 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 uwS F H: U w 0 V I Ip F 4 I € y. LOT- CREEKSIDE PHASE 2 L-OT LOT #71 ROJECT# a _04321.200/071R1 ,ODEI. 1756 "EASTHAM" GARAGE SWING: T. LEFT ( DETAILS ¢I R0 iI IT EXP. C , ARCHITECT STATE OF FLORIDA ,r. ft I. MICHAEL C. ANDERSON AR N 1017 'RIN'T iDATE: 10/24/19 SCAT :1/4"=1'—O" SHEET S l - I B 30'-4" 29'-F" 25'-8" 24'-10" 17'-6 13'-8" 74' L J 01 AI 777777 ILI J C I b J 8'-10" I , bo F= Lo s'-0" 0 op 0 0 r DOWEL PLAN SCALE: 1/4 = V-0" I Q N N <O M 551 S. APOLLO BLVD, SUITE 202 MELBOURNE, FLORIDA 32 PH: 321-802-3591 www. a b d es i g ngro u p. coi AA #: 0003325 W ' r4 F U Wfrl q 7 rlg U W EN, A s x e a&IJ T3T� �e LOT: CREEKSIDE PHASE 2 LOT #71 PROJECT* 04321.200 071R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT t PAGE: DOWEL PLAN 100 MPH EXP. Z ' ARCHI`FE r STATE OF F.. 14 DA I i. A OCT 3 0 2019 ,flICHAEL C. ANDERSON AR NO 17305 a aPRINT 10ATE: 10/24/19 ip °€BEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. c\l < CLEAN OUT REQUIRED pC FOR INSPECTION < 00 o CD co 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z LU 0 co C-) HORIZONTAL/VERTICAL REINFORCING 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM OF LET METHOD HORIZONTAL/VERTICAL REINFORCING SC /,� �o 2 SCALE: 3/4"=V-0" .91 CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 3011 #6 36" #7 42" VAR1156 PER ELEV. #5 BARS ME � jo 8" 00 10 -7� V-0" ------------------- CMU UNIT DIMENSIONS ;o ARE NOMINAL SIZES •`I� MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 M C4 Fs C SXYBDIV. & LOT. ry CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200/071R1 MODEL: 1756 mm EASTHAM , [10J&RAGE SWING: LEFT XPAGE- P DETAILS MPH EXP. ARCHrrECT: STATE OF FLORUA OCT 3 0 2019 MICHAEL ":,.ANDERSON AR NO 17305 10/24/19 DATE: /Z SCALE: 1/4"-f-O" SHEET 1 2 AL FRAMING NOTES: -1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/(10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6, BOTTOM OF LINTELS,ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS., 7 LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSSDRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T-O.B- = TOP OF BEAM / B O-L. =BOTTOM OF LINTEL / T O.A. _TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E-E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fo (psi) SIZE W'xH' REINFORCEMENT STIRRUPS !REMARKS BTM. TOP' MID SIZE SPACING BB1 MASONRY 3000 Sx8 — (1) #5 — N/A — GROUTED SOLID _. mm®r k "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT C 4, m SAFE LOAD PLF C SAFE LOAD POUNDS PER LINrcAR FOOT TYPE LENGTH BUS 8F8-0B 8F12-0B 8F16-0B 8F20-03 8F24-03 8F28-03 8F32-03 TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-iT 8F721T 8F16 1T 8F0-1T BF241 f 8F26 1T 8F32-1T BFB-16 BF12-1B aF18-1B BF20.16 aF24-1B aF2&1B BF32-1B 8F8-2T 8F72-2T 8F16-2T BF20-2T BF24-2i BF26-2T 8f32-2T 3' S" (42") PRECAST 2231 3069 3719 5163 8607 0054 9502 10951 T-6" ( 42") PRECAST 1025 `1024 1598 T-6" 42" PRECAST () 1569 2655 3524 4394 5263 6132 T001 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0' (48") PRECAST 765 763'i 1309 4'-0" (46") PRECAST 1363 2305 3060 3815 4570 5325 6D79 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 -2931 3753 4576 5400 6224 4'-6".. (54") PRECAST 592 591I 1D73 4'-6" (54') PRECAST 1207 2040 2707 3375 4043 4711 5379 2169 Zr5 6113 7547 p, 8672 10294 118D9 1207 2040 2707 3375' 4043 4711 5379 6-4-64" PRECAST ( ) 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5-4- (64") PRECAST 1016 171511) 2276,4) 2838 3399 3961 4522 1683 3090 5365 7547,a5) 7342,t9) 8733,t9, 10127,19, 1016 1715 2276 2838. 3399 3961 4522 5'-10" {70" PRECAST 1062 11D5 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 340 339 616 5'-10` (70") PRECAST 909 1567(1e) 208413) 2593 t9J 310715, 3620,4) 413313) 1451 2622 4360 7168ps) 803669) 7181pe) 8328,zo7 929 1567 2080 2593 3107 362D 4133 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 (78") PRECAST 507 721 490 V-6" (7W) PRECAST 835 tz 1407p5, 18 , 2329,e 2790,te 325114 3712(12) 1238 2177 3480 5381 8360 10394n) 8825„q 835. 1407 1868 2329 2790. 3251 3712 - 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 424 534 363 7'-6" (90") PRECAST 727 ,zs, 106 5tze, 1624 31 2025 tz9) 2426 Iz9, 2827 ,z5) 3226 z4J 1011 1729 2661 3898 56B1 8467pq. 6472,15) 708 1624 2025 2426 2827 3228 9'4" 1112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 9.-4" 1112") PRECAST 326 512 230 9'-4" (112") PRECAST s81 591 Tos,zs n3s,,, 1474 a 18151a4, 2157 sa 2500 sa 752 1245 1843 2564 3486 4705,sr, 6390,4o 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2538 .. - 10' 6" (126") PRECAST 284 4011 180 10'-6" (126") PRECAST 530 575,a4 916 a3 1188 sa 1461 33 1736 3s 2011 33 643 1052 1533 2093 2781 36430e) 4754(4s) 530 695 1180 ,e) 1472 ,a) 1783 z 2055 2348 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11'4" (136") PRECAST 260 452 154 11'4" {136') PRECAST 474 504(23) 800(sz) 1037 sz 1274,3z 1513sz) 1753 az> 582 945 1388 1846 2423 3127 4006 494 607 '1042(,o) 1372(11) 1843 ,e1 1915(e) 2187 s) 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0' (144") PRECAST 244 402 137 12'-0" (144") PRECAST 470 ,9) 458a 724 ry1) 938 (32) 1153,gz7. 1369,az 1585 540 873 1254 1684 2193 2805 3552 47D 550 940„9) 13021s 15801,3) 1818n) 2075w 13'-4" (160') PRECAST - 291i 471 T55 1DT5 142 8 1836 2316 2583 " n 134 PRECAST (1��) - 217 324 110 13'4" 16 " PRECAST 0 ST ( ) 418 ,s , , 386 zz O 607 o ,a, 785 ao , , 964 ao , , 1143 , t„ 1323 , tar 4T1 755 1075 1428 1638 2316 2883 428 460 780 9) 1159,z,) 14181;�, 1653,9) 1887p0 14'-0" 168" PRECAST ( ) 279 424 T08 1D02 1326 1697 2127 2630 14' 0" (168") PRECAST 205 293 1 100 14'-0" (168") PRECAST 384 (15) 358(2,) 560,z9) 724 (3o) 089jao 1054(30) 112201zo) 442 7D5 1002 1326 1097 2127 2630 410 425 717 (9) 1063,z1) 1358(g 1582,zz) 1807"') 14'-8' 176" PRESTRESSED ( ) N.R. NR NR NR NR NR NR NR 14'8" 176" PRESTRESSED ( ) : N.R. 284, 91 14'8" 176" PRESTRESSED ( ) 239 334 j21) 520 9 672,z9) 825 gig) 97829, 1131") 458 783 7370 1902 2245 2517 2712 246 395 863 a 980 ,29) 13031;u3 1518 zs3 1734,z4 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 75'4" (184") PRESTRESSED N.R. 259 83 15'4" (184") PRESTRESSED 224 313,z9 4860) 627,z9) 769(z9) 911 tzs, 10541n) 412 710 1250 1733 2058 2320 2513 230 368 816 1e 906 (2q 1240,;,) 1460[z1) 16681ze) 1T4" (208") PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" (208") PRESTRESSED N.R. 194 64 17'4" (208') PRESTRESSED 187 263 ,t9, 405 521 27) 638 p 756 n 873 ,m 308 '548 950 1326 1809 1849 192 308. 508 e) 74D hel 1005Gt1 1271,an 1473,aD 19'4' (232") PRESTRESSED N.R. NR NR NR NR NR NR 19'4" (232") PRESTRESSED N.R. 148 52 15,4„ (232") PRESTRESSED 162 229 „p $48 ¢sl 447 �zs) $47 u5) 647(2s) 7471zs) 235 420 750 1D37 1262 1515 M1468 186 263 429 a 623 t,$) 841 ' 1059 9 1227(3o) 21'4" (256") PRESTRESSED N.R.21'4" NR NR NR NR NR NR (256") PRESTRESSED N.R. 125 42 21'-4" (256") PRESTRESSED 142 204,,e, 307¢ai 393,za) 480131 568,z4, 655(za) 160 340 598 845 1114 1359 142 232. 3T3 p) 537 ,nJ T21 (25, 905(29) 1048 z9 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197,t5) 295,aa) 379,z3) 462q 54623) .630 ,z3) 165 315 550 784 1047 1285 1399 137 124 223 179 (14) 358 267 z0 513,1, 342 ,z, 688 u 416 a) 863 z9) 492 (z1) 999 zs 567(,) 24'-0" (288") PRESTRESSED .. NR NR NR NR N8 NR 24'-0(288") PRESTRESSED N.R. 91 33 24'0" (288')PRESTRESSED 129 54 4 1092 1722 124 202 1 319 (T) 455 rye) 606 Ra) 757 (n) 876 (27) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE: DIVISION ACCEPTANCE# 16-0126.03 1 2.1 ---------------------------------------'--------------- 8F16-1T/OM/OB 8F16-iT/OM/OB 8F16-lT/OM/OB 1 1 1 ♦`2 �o, ♦ 1 ♦ m 1 ♦ I T1 1♦ 1 ♦ ♦ i1 ♦ GT 1 1 `♦ 1 ♦ _.: 1 ♦`♦ , 8F24-1 T/OM/OB 1 1 ♦`♦ 1 ♦ ♦I ♦ I 4 0 �o ♦♦ � 2.1 r1 Cl ♦ Ir `♦ ♦o L1 1� ♦♦ ♦o 1 1 Y 1 1 1 UNO; PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", LINO. 1 1 1 1 I ! 1 1 I I 1 I 1 1 Im oA% 01 1� ♦ ♦ �1 to I ♦♦ �I 1~ ## o ♦ 1 1 �♦ an 1 � ` 00 s 1 ♦♦ 1 1 ` I i o ' ♦® 1 1 1 ' ,�o `♦♦ 1 1 0 `® 1 1ot 1 ! 1 ♦ ♦♦ 1 1 1 _ `♦ `♦ 1 I 1 ♦♦♦ 8RF22- ♦♦ 1 1 I ♦ - 1T/OM/OB 1 I ♦` - �o 1 1 ## 1 � 1 1 ♦� � � 1 1 1 Ise 1 1 1 ♦♦ 1T/OM/08 1 I , 1 I 1 1 �o ♦, 1 �� GT 1 • � 1 o 0 1 0 1 6 ! ♦ ♦ ♦ I 8F16- A, O 1 ♦♦ / 1T/OM/OB , 8F28-lT/0M/0B ♦♦ 1 ♦♦n .. ## ................... i LIFT ]BEAM PLAN SCALE: 1/4 = V-0" 41, 40 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com ofiwm AA #: 0003325 1 F W 114 U k Q kn I 1 Iv S 4 W E. A f k F e,Vl CREEKSIDL IM PHASE 2 LOT #71 $ "Pt0JECT* _04321.200/071R1 F �;m�1AEL: 1756 "aEASTHAM" �jMALRAGE SWIXr-k LEFT g WAGE: LIFT BEAM PLAN AND NOTES MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 3 0 2019` MICHAEL C. ANDERSON AR NO 17305 ' DINT SATE: 10/24/19 4 SCALM:1/4"=1'-0" SHEET s C1 i #5 CORNER BAR W/30" LAP FOR EACH ti COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK r� ' 30" TYPICAL f#5 BAR IN BOND BEAM i h CORNER _ i RE.INFORCiNG OF BOND BEAM SCALE: 3/4"=1'-0 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWERTION / NOTES TO THE INSPECTOR/CONTRACTOR TYP.8.x8,, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. ;01 u__ \\a��\1 ' PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIREDBEARING 7c $ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THATTHEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COUR 3E. TYP. 8"x16" �QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL TIE BOTTOM BOND BEAM T 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN i" DEEP. P05 ��P 8x16 DEL. BOND 2 QP� BEAM W/ (1) #5 BAR EACH COURSE TO BOND E • 8x8 BOND BEAM TOP OF • Oe�N W/ (1) #5 BARIND BOND BEAM F =FILLED W/GROUT U = UNFILLED GROUT SOLID FROM TOP y1\� NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 8x8 PRE -CAST CONCR i i 6-1 T/ I M/O B LINTEL W/ (1) #5 BAR ( P ��F NOMINAL — LENGTH OF BAR = WIMASONRY HEIGHT BOF#BEAM P BEAM DESIGNATION OPENING - 2"BOND BEAM COURSE OR nIT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE. 3/4"=V-0" THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L AND XFXX - 1T/OM/OB,INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP I OF OPENING WIND( PRE -CAST WINDOW SILL r #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL —MASONRY WINDOW CORNER BARS SILL CONSTRUCTION AT CORNER STEP � SCALE:11/2"=1'-0" 3 SCALE: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. _E REINF. BAR(S), 'ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS 0 SCALE: 3/4" SINGLE #5 CORNER — BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE AR AT EACH SID STEEL REINF F OF ELEVATION BOND. BE — CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 3/4" SCALE: =1'-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1 3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD SIZE. MIN EMBEDMENT 1 114") 8" FIR EACH END AND 18" O.G. MAX.- 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MI SHANK SIZE.145 MIN H D SIZE .300 MIN EMBED 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING CMU WALL FRAMING DETAIL 5 .ARCHWAY SCALE: 3/4"=1'-0" k `t 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com ir AA#:0003325' F 1 � 1 jl .t 9 W y 0 U 0 0. a U C F A I r, r 1 s SUBDIV" T: CREEKSIDE PHASE 2 LOT #71 PROJECT# 04321.200 071R1 ODEL: 1756 "EASTHAM" _ C�ALRAOE SWING; E _ LEFT 'ACHE: e� pY� DETAILS V �0 MPH EXP. C, ° ARCHITECT` STATE OF FLORIDA OCT 3 0 201g MICHAEL 6, ANibtA ON AR NO 17305 PRINT '�l DATE: 10/24/19 I_ SCALE: SHEET S2. IA 00 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE n CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)`1 Od x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER j SCHEDULE: 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36 177 0 x 2 7/8 LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS: 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE: 1 CONNECTOR SCI ICDUI: 11 CONTROL DATE: 01-05-17 -- 51mv5oN NliTek LISP SIMPSON MiTBk USP i nri CVUFI GRAVITY DES. UPUH I GRAVITY FASTENER FASILNEIR (2)1ITA 16-18 HIA16 HIA20 r (2) nA-2a 6 Z O LUGT-2 UHI A-20 MUG115 HUG12+ I IUGT3+ HIWLV HIW24 EST 12, LSTA 18, MSTA-18++ MST A-24+. N MST A-30++ MSA-36+a of N K91236 MR34 7, ccz ED 16A M UGT15 & PHD4A MUPS 115 & PI IDI PAU44 PAU66 L1 S19+++ L1 S208+++ 111145 V z 11Tr4s Q N F0,410IFcFnul 2 Q 10-21F(CM S 162G. MLIA-16 1450 (8)Y0d,%11/2'1-PLY,(7)l6d 2-PLY EMBED 4' (8)lad x 11/2"1-P LY,(6)16d 2-PLY, EMBED 4" _es 1985 (12)10411/2EMI IPLY, EM0)lad (1 11/1"1-PLY, EMBED 4" 1430 ($1 META-16 19Q0 (10)l6dx-PLY, EMBED 4' (14) lad 2 PLY, LM BED 4" - 1870 1870 ------- H�1A�16 H61A-20. 181p 1910 (30)ladk ll/2 ,(811fid 2YLY,EMBLU4 (10) lad x 11/2", (8) lad 2a'LY, EMBED 4 (91 lad 11/2"1- PLY, (8)16d 2-PLY, EMBED 4' (9)lad x 11/2 1-PLY,(8) lad 2 PLY, LMBLD4 2035 (12)lad x11/2', 1-PLY, EMBED 4" (10)10d x 1112'1-PLY, EMBED 4" 1430 2 IILI A-2tl 2500 10)16d 2- ICY, EMBED I" (12) Ica L-PLV, tMBkUO 2260 LGr-2 2150 ELK 5 14'x 3' W e-BoR+Anchors WOOD 18 lad ( / ed6 ( I ) f ]I 1Y x114"111tN WOOD 161r5d , / I 1 2430 DUAL-20 2480 - (16)�10tlA 11/2, S PLY ALI L RNAI L USL OF 12) Ill A 20ACCLPIAOLL (18) ILdx 11/2, 1 PLY AIALRNA1 L USE OF(2)I CIA 20 ACCEPTABLE g MGT+, 3965 (1)5/8 A.T.R. IN IIIGII STRCNGTI I EPDXY (MIN. 12 CMBED),(22) JOd TOWWD) (1)5/8 ATR IN IIIGII STRCNGTIIEPDXY (MIN . 12" EMBED),(22)IOd TOWWD 9796 IIG12+ 1096D 'AT.R. WOOD (4) 10d, MASONRY1213/4 -. ,. I ..,E-'. ,. ,.., (Z)3/4 A.T.R.ATRIN (MIN. 12"CMBCD), (16)10d TO WOOD - - 9860 IIGT3C 1053D WOOD() lad, MASONRY(2)i/4 Al R (1)3/4 A1,R IN: HIGH STRENGTH EPDXY (MIN. 12 LM8L0),(16)10d1OWOOD 3525 EGT3-SDS2.5 32M CONCf4).i/8'X5'Wedge-Boll Anch05 WOOD (12) WS25 (12)SDS 1/4x3'I0 GIRDER, (4)3/8"x5"111ENHUlOWALE 151UPARALLEL I➢ WALL 1470 PCRPCNDICU WRTO WALL L1A2 1210PARANHIOWALL 1110 PLRPLNpCUTAR 10 WALL 101Od z112' ( ) / (10)lOdx1-1/2" 4175 VG1 4940 (115/8 A.T. C IN HIGH STRENGTH CPDXY(MIN 12"CNIBED{, [4) - TOPJ(6)lOtl PACE/I12110d BACK OFT0.U5 Yl).5/B'AT.R. IN HIGH STRENGTH CPO%Y IMIN. 12"CMOCDh (16)SD51/4"x3 7185 _e (2) VGT 7185 (2) 5/8' A.T.0 IN IIIGII STRENGTII EPDXY (MIN 12" EMBED), (8)1 (2) 5/e A.T.R. IN I IIGI I STRCNGTI I EPDXY IMIN, 12" EMBED), (32)SDS 1/4"xT 1195 MTS-12 two`. (14) lad x 11/2", (14) lad (14)10tl x 11/2" VEX, IHE 16 1150 (16) lad X 11/2", (16) lad ' IlglodX11/2 1530 ED5-20 .1450 (241lad X 11/2%(20)lad (24)IM X11/2 1530 HiS-24 1450 (24)lad X 11�,(20)IOd. (24)10dx 1112' 930 L51A-12+r 925 ! (10)lad - (10) lad 1235 75TA-18++ IZ35 (M)lad (14)lad 1310 �M5TA-18++ 1315 (14)1M (14)10d 1640 MSTA-24r 1640 !18)lad (18)lad 2065- .. MSTA-30++ WED 122)SM (22)lad 2065�A-Bo. 2050 (26)IDtl (26)'IOd 3890 M514ii6 3800 (36)lad X 11/{' (38) 10tl%11/2' 5140 1210 MSTF48 PRE950 I 5065 98)lOd%11/1' (16)Bdxll/Y.';(1618d) (48)lad X 11/2'. (8) 8d 10 PEA1 IS, (8) Bd 10 S1 JUS 1030 W4 885 (6) lad TO STUDS (6) SM TO PLATE (6)1Ud 11/2 TO STUDS 5251NF1@160% Alt 5151N El@ 160% (4)8d d 11/2I0BEAM (4)8x11/210POST (4) go x 11/2 10 BEAM, (4) Ed x 11/2" 10 POST. 800 IIP2 645 HU)ldx1I/2 1O 18U5$'(3U) lad X 11/210PUT L (121 lad X 11/2 1380 ) HIO SW53 (16)10d X11/2 - 4ll5 1 &HWa Val YG. 4565 (281Lad TO TRASS(10 WOOD SCREWSTO POSTED 58"TIT 0.CADCD ROD 1 .( 1 / / , : 16-SDS14x3 TO WOOD ' ( 1 / 10 SDS14 x212 W TIIREADEDRW .I 1 / I / ROD, TER/2 PLY 4175 YGI&IID73 4940 (28)lad TO TRU$S,(10) WS3 WOOD SCHEWSTO POSTW/5/B THREADED ROD (16)-S051/4'0TO WOOD, (3)3/4"STUD BOLTS W/THREADEDROD, (2) NU13/WASI ICR/2PLY 2535 6775 ABU 44Z 2200 6665 (1)5/8:A.1.R. IN HIGH STRENGTH EPDXY, (MIN 7" kM5UOTIN CONC., (12) l6d 10 WOW (1)5/8 AIR IN HIGH STRENGTH EPDXY (MIN. 7"EMBED) INCONC,(12{16d 110 WOOD 2380 16005 ABU 662 2300 12000 (11,5181A.1.R:1 W 11611 SI RLNGI I I EPDXY,(M IN, I"LNjB 1O 14 CO �C,(32)18d1U WOOD (1)5/8 A.D.R.IN I IIGII SI BENGT I I EPDXY (MIN.7" EMBED.) IN CONC., 112116d 10 WOOD 1205 L1119 +++ 134D I113/4 A.1R. IN IIIGII SI MENGE II EPDXY,(M I W 7"LMULD)IN ED C.,(8110d 10 WOOD (1)3/4 A.T.R. I N I I IG I I SI RL NG I I I EPDXY, (MIN. 7" LM BLOT IN CONO.(8)]Od 10 WOOD 1100 1120B. -`. 1500 (113/4(A.T.fl. INI IIGI I SYRLNGTI I EPDXY, (MIN. 7"EMBED) IN CO C,(10HMx 1-1/2 TO WOOD (1)1/2 ATR. IN HIGH STRENGTH EPDXY, (MIN .]"CMBCD)1NCONC,I10110d TOWOOD 4160 11114. 4235 (1)5/VA.T.R. IN I III I STRCNGTI I EPDXY(MIN. 7" Uv BCD{WCDNG,(18)16dX21/2" (3)5/8 ATR. IN IIIGII STRENGTH EPDXY (MIN 7"CM3EDJINCONC,(26)16d X21/2". 5005 IITTS 5090 (1)5/8'A.1.R. IN HIGH STRENGTH EPDXY (MIN.]" EMBED)INCONC.,126)lEdX21/B" (1)5/8AIR IN HIGH STRENGTH EPDXY (MIN.7"EMBEU)INCONC.,(26)UcIS21/2" 14395 HHU411�S 2S 11910 (1)1-A.T.R.IN HIGH STRCSTRENGTHEPDXY, (MIN .10" EMBED) IN CONIC,(24) WS3 WOOD SCREWS (1)1"ATR IN IHIGHSTRENGTH EPDXY, (MIN. 10" EMBED.) INCONC, 241SDSY."x2Y."WOOD5CREWS - 1525 HO)8 6645 (1)5/8A.B. IN. I Hall I STRENGTH EPDXY, (MIN ]" EMBED) IN CONE. 1141 WS3 WOOD SCREWS (1)7/8"A.O. NIIIGIISTRENGTH EPDXY, (MIN 7"EMBED.)IN CONC. (3)3/4" STUD BOETSTO WOOD 7870 (1)7/8" A.B. IN HIGH STRENGTH EPDXY,(MIM 7"EMBED)INCCl(3)7/8SIUUBOLISICWOOD 2580 7130 BHA 3.56%11.25 3475 5330 Hi1/2',"I-BOLIWMIN6 EM6U&NCILESS I HAN V FROM EDGEOECONCW/3/4".DIA IIWRAMSEI/REDHE DYNA BOLT SLEEVE ANCHOR OR gO W/M1N5°[MOLD INSTALLCOIN FACE (14)lOd AT1D15T D (1)3/4 A1N.I N HIGH SIRENGI IT EPDXY, (MIN :675"LMaEDMLNH INC. M.U. IOP,(1)3/4"A.I.A IN HIGH SP EPDXY, (MIN 675 E1146EUMENI)INGMLLFACE, (18{1Otl10 BEAM 3060 2710(ICOM HUSC412 (WOOD) 3635 26601100'X.) 3265(125'M) IRO)16d TO I ILA DER, (101 End TO WOOD (10) i6d TO I I[ADC R, DEBT 16d TO WOOD 332511253LT EMT 5000 I IUC410 (CMU) Iwo 4500 (18)1/4 "" x A-' WS3 SCREWS, (10)10d1O WOOD USP(2013/lV"TAPPER+, 110) 1Ud10 WOOD : (lk{1/4x13/4 111 kN (9 VEH HANG6)IOCMU,(ID)1MIOWWU: 1950 `'0 IUC23a-2 (CMUI 1800 4500 (18)1/4"'x3"":WS3KREW6,(10)1ad10 WOOD USP (20)3/16I APPER+,(10) lad 10 WOOD. (18).1/4 x13/4"IIIEN(9PLHFL NGE)TDCMU,I10)lCd10WOOD'. 1950 SEEK) Hall (CMUJ Two 45U0 (18)1/4'" x 3 - " WS3 SCREWS, (10) lad 10 WOW USP (203/16"'TAPP[Ry µO)10d TO W000 (18)1/4 x23/4 TITCN 9 PER FlANGE)TO CMU, (10) lOd TO WOW: 2125 W65 LGUM26-2i 1430 5595 (41 i/8 k4"Wedge-Ba1ta. Anchors WOOD (4) WS3 WOOD SCREWS (4)3/8x4111ENHDANCHORS(2 PER El NGL)1L1f:MU,(411/4X2-1/2SUSSCREWS10W000 1A Cl) LO TO 00 661 r7l -- -- -- II II 11 u CJ1 II EJ6611 11 11 11 2=jCJ3 11 CJi CJ3 -_ nuunun u tO II II II II II II ATTACH 4'-10" LONG 2x SCAB TO TRUSS W/ 110d NAILS @ 6 O.C. II II II CJS (4" FROM EA. END) u u n u =_ CJ5 1A A8A GT 2A 3.1 A7A 3.1 1A I 1A I 3.1 1A 3.1 ---- O U _ = AS p I I I I I 2X4 BLOCKING BETWEEN TRUSSES O A4 = __ �_— -' __ =_ - -- 24" O.C. TOE NAILED TO ADJACENT _ m TRUSSES W/ (2) 16d COMMON NAILS o m cv d & SECURE TO BM. W/ USP HLPTA75 O _____ = _.. .__ __ - _ USED TO BR ILL_. _ - _ _ _ _ ACE TOP OF WALL. » O A3 QI Z Q O m A2 PRE -FABRICATED ROOF m TRUSSES @ 24" O.C. MAX. --- - --- I 11 } I Y a. w ra _ r I 6 = ;I oX r i 3.t 1A O U - 3.1 H O 0O __= A4 U)z Q U z<- — - — - °0 o _ I I I A -— - ED ID Lu L m w 1A I J66 0 - 0 3.1 I Ir 1A Clg I -- B2 3.1 1A 1A 3.1 -- 83 G2 GT 1A nq S3.1 � —7�IIfI��I�I CJ36 = u If Ili ii u u J36 VV y CJA , II II LEJ56 CJ16 - _ n J 1� n G 16' II I n_ Sz s ED U FRAM ING PLAN SCALE: 1/4" = 1,0+, _. II I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com ilfl AA #: 0003325 E, �Y N N V3 04 a U W 0 a a 0I I r;1 F 11 A LI r. "I SUBDIV 8e LOT CREEKSIDE PHASE 2 LOT #71 i� PEtOJECT# -� 04321.200 071R1 ODEL: Is ,1EASTHAM 1756 1, CrARAGE SWING: LEFT I .''F AGE: FRAMING 14 PLAN `° Il MPH EXP" � � k 3 i 1.. x ARCHITECT: STATE OF FLORIDA II OCT 302019 MICHAEL C. ANDE (Wi AR NO 1730 b� PRINT DATE: 10 24 19 SCALE: 1/4F'=11-0'1 1 SHEET X. S 3 ENGINEERED WOOD TRU SE `— PLYWOOD SHEATHING SEE m7 @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING; SEE (2) USP HTA16 TRUSS ANCHOR "ROOF/WALUFLOOR WITH (9) 10d x 1 1/2" NAILS TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) -- STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1/2" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY 1Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION ITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) FL#17680Alit 2z WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS SEE EE ARCHITECTURAL WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) N NAILS16d. GALV. COMMON GALV. COMMON NAILS. ENGINEERED WOOD OR WITH 4 (B) USP RFUS STEEL CONNECT, ( ) (B) U 1x2 SECURED W/AOd TRUSSES Co) 24" O/C, " WEDGE BOLTS AND lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ AND APPROVAL GALV. COMMON NAILS. IF BOLTS ARE USED N NAILS. lx2 SECURED Wl10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAvi SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) r � TYPICAL TRUSS/ nl 1 a 1 b GIRDER CONNECTOR(S), SQALE:3/4"=''-°" NOTCH DEPTH 1/4*D HOLE EDGE >5/8" DF /HOLE DIAMETER < 2/5*D SGL. STUD OUTER SPAN ONLY i HOLE EDGE >5/8" BTM. 0111, HOLE DIAMETER PLATE <3,/5*D DBL. STUD STUD NOTCHING BORING LIMITS E,�AND SCALE: 1 1/2 =V-0" 2a 2b TYPICAL ROOF GIRDER CONNECTOR(S) 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1175 UPLIFT USP HTWM20 W/1010 TO TRUSS AND (4) 1�" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALK W/10 10d TO TRUSS AND '1(4) 1/;4"x21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2 COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES l x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP_ BTM. CHORD BRAVING 6 SCALE: (2) 2X4 No.2 SYP DIAL. BRACE W/ (3) 12d @ EA. 2x4 BLOCKING BETWEE TRUSS (DIAG. BRACE TO TRUSSES WHERE COVER 5 TRUSSES) X-BRACING IS PRE TAT 4'-0" O.C. (AT SH HING 0'-0" TO 3 " (1) "X" BRACE SEAMS) 30'-l" TO 6V- 3)"X" BRACE (1) "X" BRACE ENTER SECURE PT. PLATE (2) "X" BRACE DIV D EQUALLY TO BLK / 1/2" DIA. FROM CENTER TO E ANC R BOLT W/ 2" 00) W HER SET IN HIGH 2x WOOD FASC" RENGTH EPDXY 6" SEE ARCHITECT U L MIN. EMBED. AT 32" OC MAX.SECURE PRE-ENG GABLE TRUSS GABLE TO2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ ^ 10'-0" O.G. MAX. *EESCHEDULE FOR= BOND B6 � 7 BLOCK WALL W/ GABLE EN PRE-ENG'D TRUSS Sc THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240), ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www,abd esigngroup. com AA #: 0003325 1 ` 'BDIV_ 7a T: CREEKSIDE PHASE 2 LOT #71 ROJECT# 04321.200 071R1 r ®DEL• 1756 » i i I LL� EASTHAM LEFT 19 ]PAGE: 10 I< DETAILS I 160 MPH EXP, C ARCHFFECT' STATE OF FLORIDA I OCT 3 0 2019 `HAEL Cl �. 10/24/19 it :1/4"=1'-0" SHEET 11 (S3e 1 All' GABLE END a HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28.31) a; ' L68 PSF 41.68 ZON E =J ) fi ZONE 3 = 54.88 PSF (64.$8) ' "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 A.. I ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR MIN, 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SI DETAIL, ROOF SHEATHING TO GABLE END FRAME USE r. 8d GUN NAILS @ 4" O.C.EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE SIZE TYPE MIN. LENGTH SMIN. DIA. HANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B- PLY VVIIH.BdRING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES r AND 8d RING SHANK GUN NAILS 4" O.C. TOP S BOTTOM PANEL AND 8d RING SHANK GUN . NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES �j J aU) zW z (5 C9 W Y C�i �O 4 J Z DID _ Z W j UILI W 0Z Y Z YU� QU U)C) ° Z-YZ CA a:0 z Z _ ¢WCl) C7 0 0 WU O W 00 - 2 O ~ U to O 0 'a� z a 00 a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS-----, ROOF SHEATHING -- I 7� BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOITGABLE END FRAMING C8d RING RI SHANK GUN NAILS 6" O.C. IN FIELD tit J I HUI: I UPIAL 8d, RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.6 IN 'FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZES ALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ' WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER r)ETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: rBC-R 2017, 6th EDITION " ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318 14 BUILDING CODE REQUIREMENTSb PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR MEMBRANE UNDER ALL SLABS -ON -GROUND I INHERE INDICATED ON CRIPPLERS, ILLS ETC. SHALL BE SOUTHERN CR S S- PINE NO. 2 OR BETTER F _ 1 1 00 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF I ! ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED: WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, - REASON SHALL BE RATED TO RETENTION. LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A. DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 34�, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID. BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.. .CONTAINS MORE THAN Yi" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS:: MINIMUM. NAILING PER FBCR 2017, 6th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION., FIRE SEPARATION, OR OTHER N STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO B1 STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE. AFTER THE BUILDING '. IS COMPLETE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND', UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING; TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65AND BE PLACED INACCORDANCEWITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL IBE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. �'I, TO BE DESIGNED FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY (DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM.A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 h MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND! PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDART ANY SPECIFICATIONS- DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FA RICAflION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40-psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S. COMMENTARY AND. RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. !, 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42'.' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD. FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN. ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES (10 psf W!/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN T E FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. - 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH ' DEAD LOAD TO RESIST WIND UPLIFT: 10psf : MINIMUM 1 INCH HOOKS R BENDS AND SHALL BE CONTINUOUS THROUGH UTTHE HEIGHT FT U 0 C 00 S O E S G O HE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT '.. - BALCONY LIVE LOAD 60 psf WALL: TRUSSES/GIRDERSTO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD :SPEED =160 MPH 3- SECOND GUST '. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE C, RISK CATEGORY II) (ASCE 7-IT jBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVERI POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 WITH STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES G STEEL TO ACCOMMODATE THE IN TALL DO NOT CUT OR DISPLACE REINFORCING O S !� : TI N O OF EMBEDDED ITEMS LAYOUT, SPANS& ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING A S CALLED OUT ON THESE PLANS SHALL BE NOT IRED TOTHE , (EXTERIOR) AND DECK : a Y '` ARDS - S ups , GUARDS AND HANDRAILS: 200psf, GUARD IN FILL COMPONENTS: SOpsf, PASSENGER ENGINEER. WITHOUT THE APPROVAL OF THE ENGI I STRUCTURAL ENGINEER OF RE CORD PRIOR T O MANUFACTURES OF TRUSSES. SS S. THE TRUSS FABRICATOR SHALL I.. VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psfr STAIRS:. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREry ENTSOF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI530/ ASCE 5/TMS 402, BUILDING.CO E REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), JOINT - AS THE HURRICANE STRAPS SPECIFIED ON THE WALL L SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY 'CHANGE PREDICATED ON THE TRUSS AND OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS COMMITTEE. GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. '.. COMPLIANCE WITH THE. CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR IZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL. SUPERCEDE THOSE - ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOC RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER; WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL DRAWINGS( SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED...SHOP DRAWINGS IN THE FORM WALLS TO BOTT M OF'JIE BEAMS BEFORE BE RESPONSIBLE S ONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMiLNTS),ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP DOCUMENTS WILL GOVERN .OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED.W/..A SLUMP OF STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL WRITING BY THE ARCHITECT. 8"TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "S" TYPE "M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE 'DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000.-psf; FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS - EXCAVATIONS AND. SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DFNSITY-OFAT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM. DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D 1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. _..- FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE, SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THEARCHITECT. WRITTEN OERTIFICAyION THAT THE MINIMUM DESIGN ':BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS=HAVE BEEN MET SHALL. STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER: _> THE MATERIAL,. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: : SPECIFICATIONS: FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTUR L STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING BHA BE ASTM A-500, GRADE 8, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE.B, TYPE E OR S, Fy = 35 ksi: TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB - CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL. STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT', LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325•N BOLTS WITH WASHERS UNDER THE TURNEDELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THEMAXIh1UM TIME ALLOWED FROM WHEN WATER IS 'll ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90'MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE. CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY. TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE.. Z I-. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A. 'T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). � $ .FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER'. Do 1-112" FOR #5 AND SMALLER 2" FOR #6 AND LARGER I 'C FOR CONCRETE NOT EXPOSED TO WEATHER TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 3/4" FOR SLABS WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION t 2 PTASO FURRING C. MASONRY CONC. SIZE CASE L 1 1/2" O COIL NAIL 1 1/2" LONG. TYPE SPADING - 6" O/C R€ NARKS APPLICATION GARAGE DOOR BUCK TO MASONRY/CONC. -... SIZE 1/4" DIA. NO WASHER rypE TAPCON MASONRY FASTENER SPACING 6" O/C REMARKS 1 1!2 EMBED., 4" END DIST., 1 1/2" EDGE DIST. SGD. AL. EXT DOORS 1. PT, SEE NOTE 6 CASE COIL NAIL 1 1/2' LONG. 91O/C STAGGERED WINDO MASOR/FASTENED INTO MASONRY/GONG GARAGE POOR 6UCK TO MASONRY/OONC, 1T'DIA W! WASHER - - EXPANSION BOLT 24" O/C - - 4" EMBED. 4" END DIST., 3" EDGE DIST. WINDOW T,SEE NOOK 1K PT SEE NOTE 6. CASE HARDENED ONG. NAIL 11f2"LONG. s o/0 STACiGFREp WIN DwiDpeR/€A6T€N€D NF€1 MAppNRY/GONG. METAL STRAP o MASONRY/CONC. -__.-__--"---.J_. _ _ CONTACT THIS/�E{NC[;�INEER F�+OR SPACING REOUIREMENTS EXT. SWING DOOR BUCK 2. PT SEE NOTE.6 {213/16"DIA. NO WASHER 'TAPGON' FASTNER 18"O/C 1 11T EMBED, 8" END. DIST., 1 1/2" EDGE DIST. NON -BEARING WOOD WALL TO GONG SLAH 12"" EXPANSION 4" EMBED: 4"END W/ WASHER gOLT N 24" O!C - DIST.,3 EDGE DIST. 2x PT WINDOW BUCK 0.13V PAF x 21/8' 91O/C 4'END.DIST., 11/2" NOTE6 - PT TO STEEL COL, SEE Wf WASHER STAGGERED EDGEDIST, NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / ORNOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR. THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAFTOTHE SUBSTRATE. ll:® 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 I PH:321-802-3591 Www: a b d es i grigrou p. com AA # 0003325 ��TDIV. 8e LOT: CREEKSIDE um PHASE 2 LOT #71 PROJECT* m _04321.200/071R1e 'VEODEL: 1756 "EASTHAM" IGARAGE SWING: LEFT PAGE: DETAILS CI rl Nil -4 EXT. ARCHITECT, STATE OF FLORIDA OCT 3 o 2019 �_ . QHAEL C. ANDERSON AR NO 17305 DATE: 10/24/19 SCALE:1/4"1'-0" SHEET S NI