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Home My WebLink AboutBuilding PlansSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 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 RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. 13 91 Al 6 5 dL -.J—L �_L_413 Ay) rvz==�', 0 -.d mmqp%mmmrAmme�a l 11,430 R ®RIVE NE, BAY, FL 32907 T4al- (" 1) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS - 'IWML BUILDING CODE, 7TII EDITION (2020) - ATT LOCAL D STATE CODES •1i4� JAdEeSGY Ai1�L ir'VIl -OCCUPANCY — RESIDENTIAL, GROUP R3 - CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B - BASIC HIND SPEED - Vult=160 MPH Vasd =129 M ' - EXPOSURE — C -I-STORY RESIDENC) -2—STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE. CODES. ABV. vC ADS. ALT. AMP. BD. CL CAB. CLG. CUR. CPT. .CPT. C.T. D. DBL. D.G. DI.A ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LLNE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL. GLAZED DIAMETER LAV. LUM. M.C. MFR. MIN. M.T. MTD. MEL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. LAVATORY LUMINOUS MANUFACTURER VIANUFACTUREK MINIMUM MFT.aLTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY USHBTONE PUSH BUTTON PHONE. PLATE PLYWOOD PAIR PRESSURE TREATED DATE DESCRIPTION 0hn8n7 2-STORY CMU CONVERSION I2/19/I1 APPLIED COMMENTS FROM M..r71=Aim 0111540 BID SET ISSUED 02/13/18 ADDED ELEV. 'J1 a -K' WITH SIDING PER MARK 50WES 02/20/18 51P SET RE -ISSUED 04A1118 FOOTING REVISIONS PER M. �dOWES 08l/18 ING DETAIL' UPDATED BOLLARD DETAII ADDED VALLEY FRAMING 01/26/19 DETAIL- 'ADDING 5AR TO poND )SEAM' ADDED TO S11A 02/26/19 - PLAN MAINTENANCE DIM. DISP. DP. DR. D.S. DEE D.W. EA ELEV. OQ. - EXH, EXT. F.G./FX. F.G. FIN. FLUOR. FR. DR. FTG. GA. GAR DISK G F.I GL GYP.. BD. H B H C HDR HGT. OR HE INSUL. TNT. ' DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH LOOTANDARD FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE. DISPOSAL GROUND -FAULT CLRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE 131B HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR R. RAD. R.A.G.RETURN REF. RM. R.O. S.C. S.D. S.H. SHE. SH S SIM. WR. LVI. SL. SL. GL. SWS TEMP. THK. T.O.C'. T.O.P. T.O.S.. TYP. U.N.O. V.Y. W. W/ WD. W W U .. W/H W.I. RISER' RADIUS AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMB.AR SLIDING SLIDING GLASS SHEAR . WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED. OTHERWISE VAPOR PROOF WASHER WITH WOOD ' WINDOW WATER HEATER WROUGHT IRON 03/29/19 04/25/19 04/25/19 04/26/19 06/19A9 06/21/19 09/13A9 IIA5/I9 01/Oi120 05/11/20 01/01/21 - - -- WVISE,D LINTEL SIZE AT FRONT ENTRY DOOR ADDED. ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON SQ.FT. ..�.�. �'� ^i CL`lU3 � - I REVISED NVAC VOLUMES ON SWT CALF SCHEDULE IST FLR. LIVING 1104 SQ. FT. 2ND FLR, LIVING 1501 SQ. FT. r. TOTAL. LIVING 265 SQ. FT. GARAGE G.',3"i SQ. FT. LANAI S SO. Ft PORCH — III SQ. FT. TOTAL 32:33 SQ. FT. _ A/C VOLUME 22403.2 GU. FT. UPDATED LEDGER 60LT SIZE t SPACINts WISED [-JOIST LAYOUT ADDED LEDLIGHTS TO KITCHEN t BATHROOMS PER MARK 80WES LEDGER -BOLT SPACING REVISED ADDED COCOA PLUMBING RISER REPLACE USP CONNECTORS WITH SIMPSON CONNECTORRS REVISED STAIRCASE AND STAIR SECTION DETAIL .�.— 2020 FBC UPDATE - - 2/02., 0937 I A1i INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A311—FRONT & REAR ELEVATIONS "H" PG A4H—LEFT & RIGHT ELEVATIONS "H" PG El —FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG 11—FIRST FLOOR PLUMBING PLAN PG P2—SECOND FLOOR PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA13—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl—FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG Si 2A DETAILS PG S2 FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PIG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1H—DETAILS PG-S3.1C—DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS DESCRIPTION Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 so 47 Q F r� 9 a E; W 0 m `:UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 TaROJECT# _ 04321.201/114R1 I `;ODEL: 4EHB 2605-HAYDEN" C :ARAC;E STrMCa-: RIGHT 'AC;-E: COVER SHEET 0 MPH EXP, ARCHITECT- STATE OF FLORIDA FEB 1 211sif ;>AICHAEL C. ANDERSON AR NO 17305 )ATE: T 02/05/21 SCALE: 1/4"=1' — O" SHEET CI GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE ND FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTEE.RIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AG.AINSTWINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS S AL DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3. S f D0 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 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 AT EN OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE OR THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN T CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE. CONSTRUCTION NDI FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECH IQ OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED C 6 THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING THE CONT CT 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 ARCHITECTIEN IN 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SH.ALI. BE EQUIPPEDW SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52: 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, RI ID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OFENINGS INTOTH GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA B 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL B PROTECTED BY NOT LESS THAN '/-INCH GYPSUM BOARD OR EQUIVALENT. FBCR) K. UES, EER T I SITE WORK TIMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED ER HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL); SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: LI BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS IF DIFFERENT CONTACT THE D. TRUSSPLATEiNSTITUTE: ARCHITECT. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ZTHE HORIZONTAL I. ENGINEERED WOODCONSTRUCTION UIDE �, G 00 G DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS TION � 2. ALL LUMBER EXPIbSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. � 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS., AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS , HE OR AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH AStM D1557-2012 E1. THE 3. MINIMUM NAILING I,I PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, ODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9R 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SMALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REQUIREMENTS, 2, WATER SUPPLY LI, ES 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: 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWERCLENOADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE AMAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE COUNTY BUILDING AND ZONING CODES 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK'IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903 DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, I� BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR ITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER I' BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER NOT LESS E THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED iN ACCORDANCE WITH ASTM-C926-18b, A TM-Cl063-19a & ASTM-Cl787. NOT 3. LATH & ACCESORI E S PER ASTM-C-1063-19a & R703.7.1 ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED TO: ALL STUCCO - CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS E'j PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED 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 -19a AND R703.7: FIRE RESISTANT CON TRUCTION 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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1% " GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 � 114 TYPE W DRY ALL SCREWS AT 12" O.C.(PER MANUFACTURERS SPECIFICATIONS), . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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. ' III i • Reviewed for Code Compliance Universal Engineering Sciences li I CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. abd esigngrou p.com AA #: 0003325 a SAGE: GENERAL NOTES 60 MPH EXP. C ARCHrrECT: STATF OF FLORID -� ITEM FEB 12 2021 AICHAEL C. ANDERSON AR NO 17305 '=PRINT 2105 DATE: 02 j :SCALE: 1 /4"=1' - 0" SHEET SNOW SPEEDdj TOPOGRAPHIC I DESIGN WEATHERING) FROST LINE LOAD fMPH) EFFECTS` CATAGORY` DEPTH NA 160 C NA NEGLIGABLE NA V FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL ACCORDANCE WITH SECTION FBC R302.11 THROUGH FBC R902.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL B ACCORDANCE WITH SECTION FHC R302JOJ THROUGH FBC R302.105 v 0 co � DOUBLE TOP PLATE-� 6PN37' O.C. MAX J J M6TA-36 • 32' OL. MAX DOUBLE TOP PLATE 2x CLNTNOUS STRESS BLOCKNG MID WALL M1f314T OF GARAGE VARIES WITH SLOPE 2x C.ONTNal 6TRES6 BiACKMG MID WALL 2x STOO • 16' = MAX, Uox D AND 9CREIIJED AS PER PASTHER aCHEDULE � c0 ,n 0 �r 2x STUDS • 16' Or- MAX, - wox SECURE Br. PLATE TO SillD LW SIMPSON SP4 032' OG. MAX SECURE BT. PLATE TO 61LAB W7 9'l ANCHOR BOLT UV 2' WA& ER T' EMBED. MITL • 32' Ol MAX, EPDXT Nat REOJIRED FOR EXPANSION BOLTS S1MPSON SP4 • 32' Ol MAX - °La 4' CONC. REWORCED LW 6'W WIA W WiF OR RBER4E814 ON 6-MIL. VAPOR b RETARDER ON DELL -COMPACTED CLE FILL TERMITE TREATMENT TO BE U 4' -0' 4" BORA-CARE APPLIED AT FRAMN& f275 REBAR ON CHAIRS I -S' A 2 STORY INT. WALL AT GARAGE 11 . AIR MEAN RDS a FREEZING ANUAL 9011 WINTER DESIGN ICE HARRIER UNDERTI-AYMENT FLOOD HAZ RNI TEMP' REQUIREDI, INDEX I TEMP SURVEY NA NA .Y HEAVY 42 --_ NA SEE 9E IN _ -1 'j—--- COVERED --- R3LANAI sc 101-0" I 11,_8, n6068 Sfsb_ i -4HB. F31 (2) 3052-SLI COIP011119If AND CLAMM WILD LOADS BASIC WIND EWOSUIE FOR 3 BED= OM OPEWO: SQUARE ZONE 100 MPH WID NO REMARKS AND TYPE FOOTACE MIN. WIND W 10 5 34/-45 21'-10" CRITERI4 EXTERIOR WING 21 5 32/-42 { DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 1 21'-4" DINING ROOM1 ® LIVING >'43' cLG ROOM 1'-2" 3,'-S' 5'-8. 3'-5" 6'-10"VI3 _S II 1 A 1 I II In4l) O ) Y ,� I POST J I0 a �ry vlc CI I I KITCHEN , '1 I I C X\ 0 1 Ill 1 1 1 I c0 I I 1 I I I I I`n 2868 m III I _' -4" 3' 4 Z C `n _.- i-- p*li STAIR DATA A v Ff i — _ _ 16 RISER 1154' -----.-- 3-SH I I ARCH C 15 TREADS a 10' FOYER .e� .a /._: Ll r♦i LDS 1 SCALE: 1/2 .1 -0 9 -8' — 4 ❑1 '-0 c� v 1 I PORCH W-8" CLG. o0 0 Lr--I - ---- C 4" 10'-0 r w' •` :.. -4' 51_4 4" 119 1 011 _ 391-81, `��° ..,�\� +F.,,�a .., I Ili".... ---------- ,I ALLGABLE ROOF 0-�10 ,FALM-7-',I 10< (1,,5 45, SfFA 'F0 \ C}'�. GABLE ROOF I: €I 4W HIP qOOFS Fo M I 31 I 5kguve :;. 0.017,5 flti& Note— `qi •4 km iri All FIGURE R31l COMPONENT AND CLADDING FRE$SUR : ZONES GARAGE V-8' CLG. 2 _8� 3052-SH ❑2 EGRESS o I 12' -411 BEDROOM #2 8'-8' CLG. .,IIIIIIIIII�. (2) 2068 IR-ISH BATH #2 V-8' CLG. 8010 O.H.D. 5ro 5 32.5/-38 16010 O.H.P. 112 5 30.9/-34A SOFFIT N/A 5 31.6/-38.8 -6829/ ROOF TILE N/A 3 -5625 APPLIIF CABLE d BASIC WIND SPEED MPH = 160 (Vult) INTERNAIL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.1II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE ;. — OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DAIB OVOU21 I �n Ln 0 2)(ro 5'-8 31 0 Nt 2868 SC 20 MIN. p L/SAS REQ. AS EQ. PER BLDG. CODE U ro N 16'-0' X 1'-0' O.H. I — — — -- G' �e ' n 20'-411 SQ.FT. CALC. S IST FLR LIVING 2ND FLR LIVING 1104 1501 90. FT. 50. FT. TOTAL LIVING GARAGE LANAI PORCH 2605 431 80 ill SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3233 SQ. FT. Ax VOLUME 22403.2 cu. FT. FIRST FLOOR PLAN SCALE: 1/4' = I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -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 -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE E ITS ATTIC AREA BY NOT LESS THAN 1/2"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE: ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 ('ITH ED.) 302.1 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILINGR VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST,ALLOWABLE SOFTWARE TOLERANCES. OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS MASONRY/FRAME WALL LEGEND i i W-8' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES El BLOCK WALL UNA ON PLANS BRCS. INTERIOR BRCS. WALL UND. ON PLANS 1- 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE ; I Reviewed for Code Compliance Universal Engineerin 1 U �I w r 0. kl Y tw 0 uj uj w f a �0 CSUB]XV. 8e ]LOT: CREEKSIDE PRASE 2 LOT #114 1 PROJECT# 04321.201/114R1 ODEL- 4EHI3 °2605-HAYDEN" GARAli SWING: RIGHT PAGE: FIRST FLOOR PLAN h0 MPH EXP. ARCHITECT"- FATE OF FLORIF . . �� 1 FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 � RAi ET O02/05/21 SCALE: 1 /4"=1' - 0 IZEET Al 1 4� DBL. ToP PLATE I 0 m BAR DETAIL A SCALE: 1/2'=I'-0' C 17 l' l ARCH Dr�L. B SCALE: 1/2'=1'-0" 10'-0 3/4' 2ND FIN. FLR 8'-8' BRG. HGT. 42' H. HALF WALL W/ CAP 3/4' TtG SUB FLOOR GLUED t SCREWED PER FASTENER SCHEDULE PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) NOTE: STAIRS RISERS TO CONFORM TO FBCR'ITI-1 EDITION (2020) MIN. TREAD•10' MAX. RISER•i 3/4' 3/16' STAIR DATA: MAX VARIATION IN RISERS/iREADS 16R 6 7.54' ADJACENT TO EACH OTHER 3/8' MAX 15 TREADS a VARIATION IN ANY RISER/TREAD HANDRAIL 10'+ I' NOSINCs CIRCULAR CROSS SECTION DIA. TO BE 1 V, +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE • NARROW END MIN. II'WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGT. NOTE: *ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING / \ \ --- MIN." ' r STOR. \\ I 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF \ W/CONT. BEAD OF \ SUB -FLOOR ADHESIVE PL-400 OR SIMILARE EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)PS 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ' KICK \ PLATE 1" MAX. NOSING Im" , 2 X 4 RE-INFORCING — a EA. 2 X 12 STRINGER SECURE W/12d 6'-8' oz. STAIR SECTION (-,-)STAIR SCALE: 1/2'=1'-0' MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 13' OF EACH END, 32' O.G. MAX. AHU 42' H. 1/2 WALL W/ CAP HANDRAIL tv 36' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" AS PER FBCR R311.1.8.2 MOTE: IANDRA I L RETURNED TERMINATE =OST. ENDS SHALL BE TO THE WALL OR INTO A NEWEL NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/511 . 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRE55ES- PER SECTION 1601.&1 / F.B.G. 2020 HANDRAIL 5CALE: 3/4"=1' -0' SECTION Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 rN G} c, c� M ILI- SU33DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 1 ODEI : 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PACE: FLOOR PLAN SECTIONS DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 1 2 2021 MICHAEL C. ANDERSON AR NO 17305 02/05/21 SCALE: 1 /4"=1' — 0" 9F1EET ." Y 'Z _..- .wi S. ,m I ' ai 0 b-a 121_011 2'-4" II'-q" 21-4" -all 141.011 II 3052-SN Ir EGRESS (2) 3052 H 3GiZESS FBE --- 21 ry� h I n 8 �I e I^ _ ROOM #4 I UPSTAIRS = BEDROOM #5 �rLj LMNG 8-s CM -� Ci e: nn../ LC. - IN a 4 6V. 12'-0" 4 ,2 CIV BATH #3 8' 8 CLCs VIA' OMN 4'-.41i. 3'-011 2'-411 u BEDROOM #3' I � I r 0i N BEDROOM #1 8'-8' GLCs. a o 3052-S1d ' FLOOR BELOIU P (a SS E(aRESS ------------ -- --- -i 10'-0' --- 8, �, 5 4„ 71 -411 , _Oil 131_411 21-4" 2'-4 8'-0" 39_8' �I It+rr�� ° K4 3 - e �o a,Fd N i= SECOND FLOOR PLAN SCALE: 1/4 = 1'-0' -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTUARE TOLERANCES. -OPENING INFORMATION 5ELOU IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS mm�0 ■o■��Om ■v��00 ■0■��00 ■m■��>i00 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 30.1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 4 v NJ �a Is 4y v w a oz W 5 LJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT ]PAGE: SECOND FLOOR PLAN A MPH EXP. C ARCHrrECT. 3T TE OF FLORIDA FED"1 2 29D21 AICHAEL C. ANDERSON AR NO 17305 PRINT ,DATE: 02 05 21 SCALE:1/4"=1' — 0" SHEET SHINGLE ROOF--._�_` FYPON 16'X48" —w\ DECORATIVE SHUTTER OR EQUIVALENT IS8' 2ND FYPON 5KTIIXI"1 OR EQUIVALENT I�1 1 111 1 � 1 1 ®■ 1 1 .® i , o FigMINE ♦■ e■ ■e ■■ ii — ee ■■ -' PP41SED -- I — +a ► — a cr o 0 :l T � s , -.- � 26'-S" 5L1 G. HGT � � N'� � ]��E F SCALE: 114 . 11-0' NOTE: WALL FENESTRATION FLASHING VATI O TEXTURED FINISH AS PER FSCR R103.4 OFF RIDGE VENT 2ND -- BRCx. I I I I I I I 10'-0 3/4' 2ND_ SLR -- 2 FIN. FLR./HRCs HCs'1' 7 ------------------ e'-a 4B I L.I. A 7YIII ■ P. I I I I' I I I I I I I 4B I I A I I I TYP. I I I I = 0'-0" FIN. FLR. I I I -6--- ---- ---------------- I EA1 ELE V ATIO SCALE: 1/4 = I'-0' TEXTURED FINISH 12 5 is Z 8f 1 _— O H_,`-82Np FLR. _ �4'10'-0 3/4" ND FLR. FIN: FLRIPt2Cs. HC�T. MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ_ FT. NET FREE VENTI LATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT. 5.14 = 739.68 SQ. IN. MIN. REQUIRED VENTILATION = AX 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ. IN. (BALANCETOBEPROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 2.14 TOTAL#OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ: IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFITREQUIRI 42.27 Reviewed for Code Compliance Universal Engineering 91 Sciences A n, 14 a A E-4 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT :PAGE: FRONT & REAR ELEVATION "H" I L60 MPH EXP. C I ARC ECT: STATE OF FLORIDA3 v FEB 12 2021 j MICHAEL C. ANDERSON AR NO 17305 RINT DATE- 02 05 21 ACALE: 1 /4"=1' - O" SHEET A3 H OFF RIDGE VENT 2ND FL_R. 5RCx.HG7- -- --- 12 12 II 4 10'-0 3✓4" 2ND FLk.�,_ FIN. FL.RJ51-w.G. 4-{CsT.`r _ .--- — --- ----- — ---------- —------- — --- S CyLCx. �4CxT. — — — — — — ------_ _-------- — __ m; ME DOWN FOR FYF°ON 5KT11Xl-1 OR EQUIVALENT 2ND FLR. '1'5RGx HGT. -011 '0'-' 3/4 2ND FLR. ----- FIN. FLR./5RG.. HCzT. .8' -8 SRCx. NCxT. Z ENTRY ----00'-0" FIN. FUR. �' r o 0. `s U U3w a F4 F A s Iza I f : U?L. 7�17. 8c LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT* 04321.201 114R1 MODEL 4EHB "2605-`HAYDEN" a a.AFiAc;FE swlNc: RIGHT PAGZ�: 1 IGHT & LEFT ELEVATION "H" 6`0 MPH EXP. ELECTRICAL LEGEND SY-150L JDEFINITION NOTES 1 125V OUTLET 20 AMP SINGLE POLE �/ ^4A 110V OUTLET I! IIOV OUTLET 11 OF CUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED W/GRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. j SWITCH A 4-WAY OPER. 1-0 -- - WALL MOUNTED LIGHT CEILNG LIGHT Q LED CLG LIGHT QLED vto VAPOR PROOF LIGHT r I ,ram r l-p' vi VAPOR PROOF C'J LIGHT 11 @ RECESSED CAN a VENT- FAN I CFM PER SO. FT. II W/LIGH T 1 CFM PER SO. FT. VANITY LIGHT FIXTURE (SPEC'S TOO BY BUILDER) _ 4 FLUORESCENT LIGHT 2 WRAP AROUND IIC�ry—JI (RECESSED) ® FLUORESCENT LIGHT WRAP. AROUND AROUND (SURFACE MNT.) r �---- a 2'FLUORESGENT 4' FLUORESCENT w...,� 4' TRACK LIGHT L K PANEL METER •rj,D. SMOKE DETECTOR BATr. SACK-uP W/ HARDWIRE t WALL MOUNTED BATT. BACK-UP $D. SMOKE DETECTOR W/ HARDWIRE CARBON MONOXIM SMOKE DETECTOR BATT. BACK-UP W/ 14ARDUJIM INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT LIB NATURAL GAS rV OUTLET 111110- TELEPHONE JACK WH WATER HEATER IC441TION SOURCE TO BE ELEVATED DISCONNECT A AIR CONDITIONING TO �IYU.NO. DISCONNECT SEETHIS SWEET TV TELEVISION JACK CEILING BOX REWIRED BE SUPPORTED IN ®TO J J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR GTION CEILING BOX RECLINED TO BE SUPPORTED T€P IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT fi LIGHT STRIP 36' INCANDESCENT LIGHT STRIP nnnonnnn ® 48'INGANDESGENT LIGHT STRIP FLOOD LIGHT I 'I yl of SEcuRITY II v4,P KEYPAD C FE P.B. PUSH-BUTTON FOR CHIMES C-`-"� s US8 PORT ,I • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO r BE VERIFIED i HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL 15 i 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBOR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M151 13 FBCR STH EDITION (2020). • 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 FBCR STH ED (2020), • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCR STH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER A ' 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE E+ER Fi ENERGY C�AERVATION (RESIDENTIAL ENER3Y EFFICIENCY) 2020- Sty+ EDITION R4041 F O ❑ CJr-- 1 I COVERED LANAI CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE � I � I i J-BOX FOR I OPT. FAN \ PRE -WI RE D DINING � ROOM LIVING CLG FAN ROOM -- PRE -WIRED CLG PAN gi BDRM. #2 GFI, L ,.LI N CABINET ..,i' 1 _ � / OUTLET — — — r �t0 2ND FL. — - -D:� R OUTLET J ( // GF D SWITCH S/ O T_ M CR O v KITCHEN �1�11 BATH #1 — o �` _ �_\7 L r � l_ TbR GFI PAN. \ ` GFI a 44' GPI + 44' .B. FOR WH dH I' OPT' _1 1 S/ APP. APP. GARAGE F GFI r DOOR r - I BOLLARD _ AS it r \ \ PER BLDG. v � CODE II FLEX 1 �. KEYLESS / FIXTURE PRE -WIRED � CLG FAN III / Fill I GARAGFI LU GE LU DOOR PREWIRE GFI 1 _Lj"E ` I n o GARAGE IRRIGATI I II L• I \` OUTLET a GFI t 45' APF. 05 FOR \ I CHIMES ,� I III : „ram J - _ PORCH L . JIB^,..-,•q - COACH LIGHT FIRST FLOQR ELECTRICAL PLAN SCALE:1/4' _ 1'-0' 1 LED LIGHTING C SINGLE LAV. BATH 12 WP Panel MAIN - A PANEL: .8/16wpert.breaker VOLTAGE: 120/240V-1Ph '.. MAIN: ISO Amp M.C.B FEEDER: 341 Cu THWN & 1-II#6 Cu (G) in 1 1/2" C. OR 3- #2/O AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circu it urt Circuit Watts Description #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 6240 A/C C U. Space 7 8 II /ND.I _ :,. METER FIELD VERIFY PANEL: "42,crt.breaker FEE=DER: 3- #1 Cu THWN & 1- PANEL - A VOLTAGE: 120/240V-1Ph MAIN: 150 Amp M.LO. Ii#6 Cu (G) in 1 1 /2" C. OR 3- #2/G AL THWN & 1- #6 C u (G) in 1 1 /2" C. Wire Pale Bkr Description Watts 1500 11800 1 1500 '1 1500 '1 1500 1200 900 900 ll 900 900 900 900 1000 5525 Circuit 1 3 5 7 9 11 13 15 17 19 21 23 25 27 9 31 33 35 37 39 Circuit Watts Description # 12 1 20 Small Appliance 2 8000 Range # 12 1 20 Microwave / Hood GFI 4 #12 1 20 Small Appliance. 6 4500 Water Heater # 12 1 20 Refrigerator. 8 # 12 1 1 20 Dining Receptacles AFCI 10 1200 Disposal GFI #12 1 20 Bath GFI Receptacles 12 1500 Dishwasher GFI #14. 1 15 Foyer! Flex ! Hall AFCI 14 5000 Dryer GFI #14 1 15 Liking Rm, Lanai Kitchen Din. Lts AFCI 16 Space 18 1500 Washer GFI #14 1 15 SD & DO AFCI 20 1000 Garage Door Opener GFI Space 22 1200 Garage Lts & Receptacles GFI 414 1 15 Bedroom #2 / Bathroom #2 AFCI 24 900 Owner's Suite AFCI #14 1 15 Bedroom #3 AFCI 26 900 Owner's Bathroom AFC( #14. 1 15 Bedroom: #4 / Opt Bed #5&#1 Loft AFCI 28 1200 2nd Floor Hall/ STD 2nd R. Liv./ Lauri AFCI #12 1 20. Exterior Lights and Recept GFI 330 1000 Irrigation controls only Space 32 Space Space 34 Space Space 36 Space Space 38 Space #8 2 35 7C A. H A H. (Heater 5 KVA at 65%) 40 Space 41 42 Space 17600 11455500 10000 114200 11765 359965 I ,149.9 Load subject to demand factor calculations ! line 27900 Load subject to demand fact Demand Factor Calculations: ABBREVIATIONS: AFCI,: ARC FAULT CIRCUIT INTERRUPTER NC: NON COINCIDENT LOAD .. GFI: GROUND FAULT INTERRUPTER' Total load subject to: demand factor First 10000 watts at 100% Remaining watts at 40% Total AiC load — LOAD CALCULATION IS BASED ON A/C NO Total Connected Load Watts Totai Am s (watts / 240 volts p ) LOC. PROVIDE 3N2/0 CU, THWIN + INS CU IN 04/0 AL, THU.N + INS CU IN 2' CONDUIT (CONDUIT TO TERMINATE ABOVE Bkr Pole Wire 50 2 #6 25 2 #10 20 1 #12 20 1 #12 30 2 #10 20 1 #12 20 1 #12 20 1 #12 15 1 #14 15 1 #14 20 1 #12 20 1 #12 or calculations / line N-COINCIDENTµ.�� 2' CONDUIT OR 3 OR 2/0 AL. SE.R. SOFFIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT OFNERAL NOTES. �✓ ELECTRIC METER IN I PHASE 4. ELECTRICAL MATERIALS AND INSTALLATIONS SHNEMA ALL 3R ENCLOSURE MLO (,';COMPLY WITH ELECTRICAL PROVISIONS OF THE Fil iTH PANEL l [ON (2020). LOCAL CODES, AND ALL LOGAL POWER GOMPANY REOUIREMENTS. 150A 2PP B: ALL CONDUCTORS SHALL BE TYPE THHN/ WW1iiI UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT POWER COMPANY PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 $1 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 r'210 ALUMINUM (AL) IN 2" DIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTET7 BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE Fli STH EDITION (2020). Si DIA X S FT LOW, COPPER CLAD GROUND ROD Reviewed for Code 10 Compliance Universal Engineering Sciences x} a zlY z r � a = 04321.201 /114R1 >II�oaEL.: 4EH "2605-HA EN" GARAGE SWING: RIGHT it PAGE:. FIRST FLOOR ELECTRICAL PLAN 60 MPH Ems. C EFRIDA FLORIDA N PRINT 02 05 21 DATE• SCALE: 1/4"=V-0" SHEET El —_ ELECTRICAL LEGEND 5Yt-150L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE _ 9 II®V OUTLET Hoy OUTLET IR OF OUTLET WILD TO SWITCH GFI ifOV OUTLET EQUIPED W/CoWD FAUL INTERUPiER (TAMPER _ . , _ ....:. RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF GFI OUTLET IGROUNDNPTERT SWITCH 4 K SWITCH 3-WAY OM-W. !�4 SWITCH 4-WAY OPER. it 1 WALL MOUNTED 1 LIGHT CEILING LIGHT © LED CLG LIGHT ®� LED VAPOR - PROOF LIGHT O VP VAPOR PROOF LIGHT OMECE88ED CAN VENT. FAN 1 OFM PER so. FT. VEIN. FAN W/L IGHT 1 CFM PER SQ. FT. VANITY LIGHT FIXnJR£ (BPEC'S TBD BY BUILDER) Tz ® FLUORESCENT LIGHT __ 2-191111 B WRAF AROUND (RECESSED) .e- 4'X2r FLUORESCENT WRAP LICsHT AROUND Ra1N __ (SURFACE MNT.) e ' 2FLUORESCENT it ° 4' FLUORESCENT 'a 4' TRACK LIGHT I' PANEL RaN METER � ® j.D. SMOKE DETECTOR W/ HA DWIRE P�M - SD. WALL MOUNTED BATT, BACK-uP SMOKE DETECTOR W/ HARDWIRE t� BATT. BALK-uF±„j2[ ® S/CO CAR80N MONOXIDE SMOKE DETNc_TOR COMA HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL ,.,. PENDANT LIGHT NATURAL GAS OUTLET ® TELEPHONE JACK WATER HEATER IGNITION BOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UNO. ' DISCONNECT SEEAHU ON TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPIECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE. W/ BOX MARKED AS SUCH FOR INSPECTION n n n Q 24' INCANDESCENT LIGHT STRIP n n® 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD n..as Ma �—� P.B- PUSH-BUTTON FOR CHIMES - - y um PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS to BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). • 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 POOR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TI FRO. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404J ....._ ail BEDROOM #4 UPSTAIRS - BEDROOM #5 LIVING .� LCs FAN �� _ / j FIRE -WIRED SD... CLG FAN S.D. v p I LAUN. 0 GFI BATH #3v� I A/C — - - --, --- LFM j� �f OPT. I",� D W N k/A , VP L W.I.C. F- — — o I J 1 o ' WALL MOUNTED ;O, (LIGHT W/SWITCH 1N ttic BEDROOM#3 U�_ A ), r. -� BATH #1 , i I .PRE-U11RED PRE WIRED C CLCs FAN LG FAN ., V. L j I(L I.I. BEDROOM #1 GFl -- ❑ n,. r - n ❑_ ---- ° ❑ -❑ SEC`OND .FLOOR. "ELEC'T' PLAN SCALE.- 1/4' = 1'-0' I l -4' LED LIGHTING C� DOUBLE LAN. BATH 03 IN f 11' I I � I e � L IItch� I LED LIGHTING C� DOUBLE LAV. BATH h Reviewed for Code a] Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 k www.abdesigngroup.com AA # 0003325 F rq b v W \"'I 0. G A E�. R SUBDIV. & Li CREEKSIElE PHASE 2 LOT #114 b ROJECT# 04321.201 114R1 MODEL: 4EHB "2605-HAYDEN" ,&RAGE SWING: RIGHT PAGE: � SECOND FLOOR ELECTRICAL LSO PLAN MPH EXP. ARCHrrEcT. ST-I OF FLORIDA f ^� II FEB IaAICHAEL C. AN AR N1 305 M c n PRI1gIT DATE. 02/05/21 SCALE: 1/4"= l' — 0" f FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = I'-0' m U v Q F N Cs G� C �a s: iiUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 kODEL: 4EHB "2605-HAYDEN" AR.AQE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 10 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ri F E B 1 2 2021 MIu;HAE ..AA4_ EF"l N AR N(D 'r f h 0,45, F02 05 21 SCALE: 1/4"=1'-0" SHEET Reviewed for Code Compliance R] Universal Engineering Sciences .. ;.;;_ h w o 24 W r. ,y PROJECT# 04321.201 114] - 4EHB 2605- HAYDEN" ARAGE SWING: RIGHT v ?SAGE: "ECOND FLOOR PLUMBING PLAN �0 MPH EXP ARCHfTECT. t STATE OF FLORIDA Fr I F 1 jk FEB 1 21021 niMICHAEL C. ANDERS ,tN AR NO 17305 DATE: 02/05 f 21 SCALE: 1/4"=1'-0" SHEET LANAI I -- DINING LIVING 12 I ROOM BED ROOM jL2 I I 1 lmx6 12m1 CFM CFM 4' 12XS I PASS imXb ot 14m CFM tHRU —�. s, I El I „ I 1mX6 r n 12m CFM �. � 10 � " � I I I �5m � I� 2073, 10Xro I1 �. 120 CFM I :k KITCHEN - - BATH 2 -A Wk4 x� STOR. 1 1m J 45 CFM 16 I. — 4, — Imx6 4' 12m CFM } 6" 7�5 CFM ' 0 III FLEX Im 12XS GARAGE PASS $THRJ II FOYER o o I I,I PORCH ]E El— -- - — — — — — —— —— J An— .] - o FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = I'-m' R—VALUE SCHEDULE FLOOR SLAG ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 F w v w a w q< SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEIIIIII, Nil 4EHB 1 "2605—HAYDEN" C-,ARAGE SWING: j RIGHT FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 02 05 21 DATE: :SCALE: 1/4"=1' - 0" 3HEET i n_ io _ n _ ❑ .❑ ❑ _ o ---o _ I UPSTAIRS BDRM. #4 LIVING — BDRM. #5 10X10X6 120 GFM 10X6 '15 CFM 0 CFMF PAS PASS 6' THRU THRU 4' .y t45 CFM n 3' BATH cmr�r' - - - - - LAUN'. C� ' ex 4 _ - -- 14' - 45 CFM �. ❑ 'r SX4 45 CFM 5� — GI=h1 1 `� 10X6 r❑ � �-4 4 OCFO'M 1-.► 120 GFM } ❑ — J 10X6 J i -15 CFM �5 CFM OWNER'S 4" 45 cFM IOx6 SUITE �-75 CFM CFM �,.. ❑� 0. BDRM. #3 -J BATH Oil ' 3' BX4 45 CFM -- ❑ ❑ o -- - t2' �� 1 6 1 I6 W.I. C ------------------------- SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 = 1'-0' R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING' UNDER ATTIC R-30 ® Reviewed for Code Compliance Universal Engineering Sciences 0 UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 ROJECT# 04321.201 114R1 60DET 4EHB 2605-HAYDEN" [PAGE: ARAGE SWING: RIGHT F. COND tl FLOOR w MECHANICAL t 'PLAN a 00 MPH UP 3 a PRINT 02/05/21 DATE: SCALeE: 1/4"=1'— 0" 'SHEET 2 2X4 TOP PLATE PER FLR. PLAN 1/2' CLCs. SOARD 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 106 MASONRY NAIL ® 32' O.C. MAX PRE -FAB TRUSS 2X4 WOOD STUDS e24' O.C_ SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE 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. 0'-0. FIN. FLR (I)TYP. INT. WALL (NON-BRG. \D 1 SCALE: 3/4'.1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.11. ROOF SHEATHINGS THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER i1-mn TYP. ELEVATIONS o.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—L-` CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 3 5/8' OR 5 3/8' I/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8, OR 5 3/8' METAL. STUDS 24"O.C. I/2' DRYWALL COR�eR BEAD 20 G,4 P°fE tAL TO E 1/2'THICK, 2 COAT 6, c11u � INSTALLED IN WAL S 3 5/8' ORasrEleA°PL EDT STRUCTURAL FOR REINFORCEMETli RECEIVING UPPER/ 5 3/8' _ M1 SONTRlY' To A 2x& P.T.WD LOWER CABINETS BOTTOM CHANNEL 5" DiA. SLEEVE, ATTACHEDL�TR FILL CELLPROAST AND TUB/SHOWER 5 GA. METAL- TO BE (25 GA.) DO NOT CUT APPROVAL REO. INSTALLED IN ALL SECURED REAR CAULK AND SEAL SBA( AN 4 OTHER WALLS. STU S TO CONC PIPE ROD WEATHER STRIP TO BE SPACED 16" FLOOR W/ LINE MOULDWA O.C. AT 2ND FLOOR3/4' PAF t BOND BEAM DO NOT CUT I P PVC SLEEVE FOR am LINE AROUND (BY WALLS ADJACENT o t0 WOOD SOLID GROUT THE BOND S' atiu GALV. STEEL vooR MaNUF.) STAiR WELLS AND FLOOR W/ W/ (1)- *5 BEAM IR' sYP.9L eo. TRACK DRACKETS FWAOSOTD f3ATHRC)OM WALLS W/ TILE FINISH 1/4' WOOD SCREW (2) COURSE REBARS „� eAeE JAMNED B PER PRODucr r�ALv. STEEL OVERHEAD DOOR WOOD d3.ASE BOA _ -- .. a , , °` APPROVAL REEL VERTICAL TRACK , BY MAUF. 6Y OTHERS ` �, SLI E:. FASTENED TO �OM TRACK BRACKETS ., W/ PRODUCT °a APPROVAL REGL 1—STORY FINISH FLOOR TY?. INT. WALL METAL STUDS 2A PIPE THROUGH BOND BEAM 2I3 GAS LINE THRU BLOCK GARAGE DOOR JAMBS rk_(NOa —BRIG.) D 1 SCALE: 3/4" =1'-0' Di Sf: I� •r °' D1 SCALE: 1 1/2" =1'-0' S ALE: 1/21=1'-0. 5��z5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD _PER_ELEVAT11QNtjkL_N' SEE ENERGY CODE FOR"'fS INSULATION R-VALUES REFERENCE STRUCTURAL. PER ELEVATION �R-4.1 INSULATION - WINDOW ATTACHMENT AS SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ix2 P.T. FURRING— STRIPS a 24' O.C. S' CMU _ -- 1/2' GYP. WL. BD.— WOOD BASE - 0-0" FIN. FLR A W/ WINDOW OPENING B TYP NO G 5 1-STORY HIP BLOCK D1 SCALE:3/4'-p-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WiT14 UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.E a EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT, ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x FASCIA PER MAx.: PRE-ENG WD. TRUSS AX. ELEVATIONS o. x\\\ PER ELEVATION VENTED SOFFIT ////// CONT. 2x PAT RUN SECURED PER WALL SHEATHING THICKUIESS AS PER STRUCTURAL DETAILS SHEET SNi. SECURE PER SEE ENERGY CODE FORMS FOR FASTENER 5CHEDULE INSULATION I R-VALUES ON SHEET SNI - PER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE _ STRUCTURAL CMU 0'-0' FIN. FLR. ' � a a a ALL SECTION W WINDOW OPENI 'E IN x NOTE: n TYR WALL SECTION / NG �' NO OPENING PER SECTION FBCR e05.1.1 FOR ROOF SLOPES 2:12 TO LESS THAN ALL 4:12, A (2) LAYER UNDERLAYMENT' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1/2' THICK, 2 COAT PORTLAND 1x2 P.T. FURRING CEMENT PLASTER APPLIED STRIPS o 24' O.C. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT I/2`sYP• WL. SD. PORTLAND CEMENT WOO ID BASE PLASTER APPLIED TO MASONRY DIRECTLY ON RY OIL 0'-0' FIN. FLR 0'-W FIN. FLR 8' CMUIj v 6 1-STO RY GABLE BLOCK WALL D 1 SCALE: 3/4' =1' -O' Reviewed for Code Compliance Universal Engineering EB Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper ;joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of Sealant. Fluid-4pplied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface Of the exterior wall finish. 11 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-80273591 www.abdesigngroup.com AA #i 0003325 N U w 0 g q' �i w SZMDIV. 8e LOT "'i" CREEKSIDE PHASE 2 LOT #]14 PROJrECT* I 04321.201 114R1 I" 4EHB "2605-HAYDEN" GAE2AGE SWING: RIGHT ]PAGE: DETAILS 60 MPH EXP f' ARCHfTECT: STATE OF FLORIDA FE 112.2821 "ACHAEL C. ANDERSON AR NO 17305 ; p' ATE 02/05/21;, a SCALE: 1 /4"= V - 0" 3HEET FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1505.1.1. RO"?F SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS---� 24' O.G. MAX. METAL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 GOATJ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FIBERGLASS SHINGLES WITH UNDERLAYMENT� AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS 24' O.C. 'MAX. METAL DRIP EDGE BATT INSULATION I REFER TO ENERGY CALCS FOR VALUES P-� 2x FASCIA PER O.H. 5/8' GYPSUM BOARD ELEVATIONS 1 YP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED- Ix2 FIRE -STOP SOFFIT -4.1 INSUL. REFERENCE STRUCTURAL t4 > W W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL z 3/4' T E G SUBFLOpOR GLUED AND NAILED 1/2' THIGiC 2 GOAT W Q AS PER NAILING I > SCHEDULE PORTLAND CEMENT W PLASTER APPLIED DIRECTLY TO MASONRY ER LEVATION IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL ,a, ER I LEV.IatION 5/8' GYPSUM BOARD OR_I/2' HICsH STRENGTH CLG. - BOARD T\C .1"111 f.. P'ER _ELEV IX2 FIRE -STOP IX2 FIRE -STOP 0 W WINDOW ATTACHMENT AS PER MANUFACTURES CIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT THICK, 2 GOAT - PORTLAND CEMENT 1x2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS a 24' O.C. PLASTER APPLIED MASONRY - a, CMU DIRECTLY TO - _ MASONRY 1/2' GYP. WL 50. - WOOD BASE IX2 FIRE -STOP— 1.. ;-IRE-STOP - a GRAPE L1� W/ WINDOW OPENING ',,I 2-STOR� FIRST FLOOR SECOND FLOOR BLOCK SCALE 3/4'=P-0' BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T A G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LE VATION R LEVAtION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLOY. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS a 24' D.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE a 2 1-IGpS Reviewed for Cade Compliance Universal Engineering Sciences 1B WITHOUT WINDOW OPENING BLOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802,3591 U Q. w 4 VBDIV. 8c LOT CREEKSIDE PHASE 2 LOT #114 PROJECT#s 04321.201 /114R1 MOOED 4EHB 1 "2605-HAYDEN" G-ARAGE SWING. - RIGHT t PAGE: t DETAILS L41 60 MPH EXP. C ARCHITECT. µ STATE OF FL0FIF2 r3 I L SON AR NO 17305 ATE: 02/05/21' :SCALE: 1/4"=1'-0" SKEET j{f1 e4'-nu�.A' 611 TOP.- 2X6 P.T. is CENTER OF DOOR HEADER SECURED W/ (U 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' 'WASHNUT X 1/4e2x4ON d FLAT TO MILK =-- W/ MASONRY L01 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X S' J-BOLT OR ANCHOR l BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- ❑ X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. ®L In� NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR ri1BUCK ATTACHMENT D3 SCALE, im.r-®• 8' CMU 1/2' DRYWALL 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MINIL HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 19' O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" o11INDOW TO BLOCK +3/4" OR +5/4" 2x4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8, CMU WITHIN 9' OF EACH END 4 19' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 Mlt%L HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN e' OF EACH END 4 18' O.G. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') -- WITHIN 9' OF EACH END l 9' CMU t IS' O G. MAX SPACING: 1/2' DRYWALL 2X8: 13M ❑ SECURE TO BLOCK 1`X4' W/(2) 3/I6' TAPCONB P.T. NAILER (MIN. SHANK SIZE .145 -1/I6' OSU3. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 f DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. — ------ DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" C 1PINDON TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 0' OF EACH END 4 10' O-C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X(P: CEO ON OUTSIDE 4 SECURED SECURE TO BLOCK HROUG" NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPGON MIN. 1- 1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 8' CMU 4 10' O.C. MAX SPACING- i - I 1/2' DRYWALL 2X8: CM SECURE TO BLOCK 1'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) I WITHIN 9' OF EACH END 4 10' O.G. MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D IM-11 TO Cam___ BLOCK +2 1/4" 2X4: ® 2X4: CM SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MINI 114' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN e' OF EACH WITHIN e' OF EACH END 4 18' Or,. MAX END 4 18- O.G. MAX SPACING. SPACING. 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS WK2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/47 EMBEDMENT 1 1/41) WITHIN S' OF EACH END S' CMU WITHIN 8' OF EACH END t 18' Or. MAX SPACING.. R 4 18' O.G. MAX SPACING. 8, CMU 2X8: ® ❑ 1/2' DRYWALL 2X8: CM ❑ 1/2' DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' WK2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OS.B. X W MIN. MIN. EMBEDMENT 1 1/47 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN 9' OF EACH END DOOR CASING 4 IS' O.G. MAX 4 19' O.G. MAX SPACING. DOOR JAMS OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 7/16" OW TO BLOCK +3" . /1WINDOW TO v BLOCK 1+3 7/16" 2X4: ® 2X4: I SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAP SIZE 300 MIN EMBEDMENT 1 1/49 MIN: EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' Or EACH END 4 18' O.C. MAX END 4 19- O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING:. NOTE:' STRUCTURAL 2X MUST BE 2X6: ME ON ON OUTSIDE 4 SECURED ON OUTSIDE 4 8EGURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCON MIN. 1-1/4' I/4' (MIN. 3AWT�1 PCON MIN. I-1/4' SIZE .1S CMIN. SHANK SIZE .145 SHANK EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. SWANK ZE145 I EMBEDMENT INTO BLOCK, MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/47 8' CJMU EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN W OF EACH END 8' GMU 4 18' O.G. MAX SPACING:. 1/2' DRYWALL 4 IS' OL, MAX SPACING. 1/2' DRYWALL 2X8: ® SECURE TO ❑ I'X4' P.T. NAILEI?r.:. 2X8: ® ❑ I'X4' �lll BLOCK SECURE TO B P.T. NAILEi> . , W/(2) 3/16' TAPCONS DOOR CASING W/CZJ 1/4' TAPCONS 1' P.T. X 4' MIN. O ar s J' DRYWALL (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 HEAD SIZE 300 MIN. HEAD SIZE 300 Lu IX FURRINGMIN. MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/41) DOOR CASING j( m WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 9' OF EACH END RIP RIP 22 X10 TO 4 18' O.C. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18' OjC. MAX DOOR W SPACING. DOOR JAMB OR WINDOW SPACING DOOR JAMB OR WINDOW FRAMING HOLD FLUSH TO ATTACH TO 2X PER ATTACH TO 2X PER INTERIOR FACE OF DRYWALL MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED 70 PLUMB �i JAMB (DO NOT EXCEED 1/40) JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" ENTRY DOOM BUCK RKTsE UYREMEITS 1RNDOW TO BLOCK +3 3/4" K � nOW TO BLOCK +3" n 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �vR 6.: W rn ,•h v �.y Kj YJ t1 E 0�; XMIHV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201/114R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS J60 MPH EXP. C FEB 12 2021 AICHAEL C. ANDERSON AR NO 17305 Reviewed for Code 03 Compliance RINT 2105 Universal Engineering DATE: 02 / / Sciences SCALE: 1/4"=1' — 0" FIEET O1. FOLD INWARD • PT. A OI. FOLD INWARD • FT. A s. CREASE • PT. 5 3. CREASE • PT. C ® ®FOLD • TT• FELT UNDERLAYMENT/— BHINGI� ROOFING) DRIP EPGE= OVERLAP 3', rXIEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX O1. FOLD INWARD a FT. A 2. CREASE a PT. B ® 1. FOLD INWARD a M. A 2. CREASE a PT. 5 3. CRE140F!. + Pr. C 4, FOLD PT. C OVER PT. 5 TILL F'r. C TOUCI-ES 5OrTOM t-LAWSK r�N, Ei0i7pM8� \ FLANGE WATER TIGHT SEAL. F=' W- UQT, CUT. THICK, 3 COAT CEMENT PLASTER (FRAME), I/d' 2 COAT CEMENT PLASTER (CMU) /Ulm LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) /—:UJRB LAYER "I, / STUCCO WRAP (FRAME ONLY) / LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB Aix. I K' ABOVE SHINGLES (FRAME ONLY) e, FRAME OR CMU EXTERIOR IRO�FNIdI l A(_OC6PY 5X6 WALL FLASHING k%j a�o W ° KICK -OUT FLASHING MEE DETAIL) ® KICKOUT DETAIL FASCIA WRAP NOTE, INSTALL KICKOUT FLASHING AT BOTTOM Or i1t0CF L WALL INTERSECTIONS TIGHT SEAL (BEND OR R. DO NOT CUT) z � z 04 WOOD SHEATHING OR CMU -WRB LATER *I, STUCCO WRAP (FRAME ONLY) B" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 d TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) - CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.t.S. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r;) °I as dye �J W rQ ['Y Q W p -lUBDIV. & LOTI CREEKSIDE PHASE 2 LOT #114 I 12OJECT# 04321.201 114R1 ODEL Compliance LEGEND Reviewed for Code 4 E H B gniversalSciences Engineering 'r2605-HAYDEN" S C;A :?AC;E swtNC;: DfRAINAG;E PLANE (WfR5 RIGHT LA'Eiz #1/ STUCCO WRAP) 11 FACM UJPB LAT EP #2 (FOfRTIFI5Efiz - - - - , - _ WALL 5UILDING PAPER) ASSEMBLY DETAILS 1`IET)4L L,4TI-I x x x x 60 MPH EXP. C STUCCO _ ay _ -� ARCHRECT: STATE OF FLORIDA WOOD Oil 1/1(0II ZIP WALL j,'AICHAEL FES 12 2021 SELF-ADHESIVE FLA&4ING3 — — — — - — NOTE: C. ANDERSON 1�'IETAL LAT�4: LAT�--I TO 8E PER SECTION AR NO17305 R�03.-1.1 /)4ST1"I C-047-14a/ 1"1IN. 2.5 L55. E2INT PER SQ. 'rAfRD ( UT I L 1 T r Off' NOt I INAL DATE: 02/05/21 LAT+4 DOES NOT 1„IEET SPECIFICATIONS) SHEET YYIt Al LEGEND DRAINAGE PLANE (WR5 LAYER *11, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - - - - - 51JILDING PAPER) METAL LATH x-x-x-x STUGCO WOOD OR 1/16" ZIP WALL - SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION R-I03.7.1 / ASTM C-047-143, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES 0 DRYER VENT (BLOC 3UILDING PAPER OVER 'QUICK FLASH' I® PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ENT PENETRATION n SCALE: N_TA ELEC. ME111- F VERIFY L ) HmI=H I v M=Cs=I v= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC'- t-IETER INSTALLATION C. METER FIELD :IFY LOCATION nI 'LY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / At a-1-11==11 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER "I, STUCCO WRAP WOOD SHEATHI7 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z 5EAD— OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND _ •. ,,,.,., INTERSEuClC?NS. ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION STF '*1 5TF #=3 o0 0 00 o• .O 1. o 0 .0..0O { WOOD SHEATHING rWR5 LAYER "I, STUCCO WRAP x--WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD �FIINIISP a WOOD CONSTRUCTION VFASTEN TO WOOD STRUCTURAL MEMBER ® T O.G. MAX a' cMu Ye' TON MID -WALL WEEP SCREED 6' WIDE STRIP SELF -- ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WR5 LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER M 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP a STF 1*2 WR5 LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WR5 LAYER "2, FORTIFIBER BUILDING PAPER STF '*4 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Reviewed for Code 91 Compliance Universal Engineering Sciences STEP *t-) STEP #�o OELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti �a Va 4 v w F 2 in Lu T 0 x vBDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL .ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT= FEB 1 2�M? MICHAEL C. ANDERSON AR NO 17305 PRINT 2105 DATE- 02 / / SCALE: 1/4"=1'-0" SHEET U DRAINAC;E PLANE (WRB LAVER #1, STUGGO WRAP) WRB LATER #2 (FORTIF15ER - - - - - BUILDING PAPER) 1" IETAL LAT'-4 x x x x STUCCO WOOD OR -1/1(0" ZIP WALL SHEATHING� C� I A 1^N I 11- C I% A-11 I- I A C i I l A l i- CORNER BEAD C1=A8TENER 4 SPACING 6 -1" O.CJ Cl IU 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CORNER BEAD 0P BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com w AA #: 0003325 J CA cy rs; �a r� rj e a V r7 Q F SVSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 F"ROJECT# T - 04321.201 114R1 MODEL: 4EHB "2605-HAYDEN" CIARAGE SVfMG: RIGHT PAGE: i WALL ASSEMBLY DETAILS 0 MPH EXP. j i \ / N. ------------------ 2x6 SUB -BAND *' W/1 "x4" NOTCH a i - - END, WRAPPED IN PEEL 4 STICK MTF"L FASCIA WRAP .. \ II 1 N DRIP EDGE I Ir — X. -1/8" TEXTURED � FINISH a WOOD I 2X9, :bUa 5AND = 1/8"I 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP YS" FROM \ STUCCO, 1" FROM \ -- --------------- WOOD WALL ` EXTERIOR WALL 1 �o (FRAME OR CMU) 1q `\ NOTE: NOTCH FOR 2X6 1 \\ SUB BAND ONLY t-- - ROOF KICK OUT REMOVED `v o� FOR CLARITY \ DECK (BEYOND) \ 9 DRIP EDGE 1" OFF WALL r NOT INTO STUCCO) IN 1-1/8" TEXTURED FINISH a NK: r WOOD, 1/2" TEXTURED �\ FINISH a CMU , t.=_ 1x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL E STICK t=I =\IAT[lo i\l AN A ;IA WRAP I" OFF .. SUB BAND 2" UALL 1/8' TEXTURED FINISH 10 WOOD, 1/2' TEXTURED FINISH Q CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WREi LAYER 02, FORTIFISER 5UILDING PAPER (FRAME ONLY) ROOFINGS CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' _ 011 SCABBED TO TRUSS W/12d NAILS roll -all O.G. MAX. 2x SUB -BAND W4/2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL OP WALL W/KIC K- 0 UT 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/lY"x4" NOTCH a END, WRAPPED IN PEEL d 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. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH a END, WRAPPED IN Reviewed for Code PEEL 4 STICK 93 Compliance Universal Engineering Sciences *ROOF` CEMENT a ROOF EDGE OMITTED FOR CLARITY i 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w a 0. w 4 h si SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT 'AGE: WALL ASSEMBLY DETAILS: SUB -BAND 1.30 MPH EXP. C ARCW ECT FEB 12 2021 MICHAEL C. ANDERS AR NO 17305 PRINT 2105 DATE: 02 / / SCALE: 1/4" =1' — 0" 1 01 101-011 '-4" 27'- 10" 74' )'4' IT L-.1 L P F FPS ?�Xl 8 —i L CD co X >1 C\ cc zo 4" CONC. LL uj a- U. cc: SLAB ILL 0 LIJN. Cl) FM-l6x18 IF-' 101-01, 154"; 9 Lo N OD x 0101, 00 —1 x R TOPOF (D ILL SLAB I CD LLJ C\I 0 It OP 00 LLJ N C\I 20'-5" T-7 111-101, LL 9 J CW-12x12 (q— F id I A I L F-24x24 8 11 OP or LO cc) Q�:l 11 1.1 1.1 (D co 0 C) CIO I LL - CW C-12xly x CID I Cn L 00 LLJ L I LL 00 CD UP TO 2ND FLOOR 4" PVC 1 0 0 11 LU (FIELD VERIFY CHASE 3-13" uj In 8EXA CT LOCATION 1 (� rT F-T-o- it 0 0 T-01� 1 TOP 0 1 �0 9'-3" I 91-01, 2'-8" 9-4- SLAB CM K 9 X W IL co #3 TRANS F ER STEEL io 3:1 I 0 @ 24" O.C. MAX 1 0 -j U) (ram s 00 Se 0-0" FIN. ELEVJ cbli 00 x 00 -40 FIN. CONC. SLAB (01 x (D 9 gl co ILL 16-0" 2'- 1 FM L -tb:Li8 OD x CD 4 4 F--M=711 Y-81" 74' 1"' -0. irF.'7 + A L�l ILL C13 00 100 of 1� �o x LL C) L cli 4" CONC. FM-16x18 L W 0 W SLAB LL a_ El u- L 7 FM-l2x18 1 iv o 1 I)'-0" 4" 5-4- 20'-47 1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 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. 1 l.nINDICATES #5 BAR, EIINDICATES #6 BAR,EINDICATES #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 900 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. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLAILLOWABLE 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 IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THIS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE iN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER -1 OF SLAB SUPPORTED 3 3'-0" 0/0 MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDE CORNER FOOTING SCHEDULE 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-12x18 12" CONTINUOUS 181, - (2) #5's - (+)0,-0" FM-16x18 1611 CONTINUOUS 181, - (2) #5s - (+)0%0" FM-20x18 1 20" CONTINUOUS 181, - (2) #5's - (+)0"-0" FMC-16x18 16" CONTINUOUS 1811 - (2) #5s - VARIES CW-12x12 12" SEE PLAN 1211 - (2) #5's - (+)0"-0 CWC-12x12 12" SEE PLAN 1211 - (2) #5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's - W0114P TE-1 8" SEE PLAN 8" (1) #5's - (-)0"-4" 39'-B" SECURE A/C SIMPSON WB STRAP TO UNIT ROLL STRAP OR� CONC, W/ (2)-3/16'X2' EQUAL @ EACH TAP —CONS CORNER OF F-11 UNIT CONC=Z SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 'I I 1/4 SHT MTL FOUNDATION PLAN A/C CONNffTION SCALE: 1/4" = V-0" TO PAD DETAIL_ NOTE: WELDED WIRE MESH& VERTICAL REBAR NOT II SHOWN FOR CLARITY #3 TRANSFER STEEL 0 24" O.C- MAX ON 1 1/2" CHAIRS @ FOUNDATION SLAB & WIRE TIED TO CONTINUOUS FOCI STEEL +-0, F TOP OF SL SUPPORT #3 W/1 1/2" CHAIRS Reviewed for Code Compliance Universal Engineering Sciences -A-�TRANSFER STEEL INSTALLATION 91 t-v SCALE: 3/4"=V-0" 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-359:1 www.abdesigngroup.com AA #: 0003325 SXM3DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201/114RI IC3MOIDEIx 4EHI3 '2605-HAYDEN" GARAGE SWING: i RIGHT SAGE: FOUNDATION PLAN 30 MPH EXP, ARCHFIECT STATE OF FLORIU,,',", FEB 12 2021 MICHAEL C. u`Fl AR NO 17305 N 'PRIN0 T 11 DATE: 02/05/21 SCALE: 1/4"=1' 0" �9 SHEET S1 Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q m Lu Z 8" CMU WALL o � TO d ` SEE SLAB SCHEDULE EXT. PORCH SLAB L MFER (1-STORY) W/ 1/2" ISOLATION JOINT (WHERE 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE i i AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" /EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" i 30" MIN. EACH WAY — MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED o° CELL SEE PLAN FOR SIZE AND °p FT C] SPACING REQUIREMENTS II w m �J 'i Lu ¢ o ° FM rn „ O 8" CMU WALL CORNER BARS SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH C0 I WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB SO THAT THE STEEL REINF: IS CONTINUOUS a x � ° MATCH AMOUNT OF CONTINUOUS BARS VAR ILS ° I SEE SLAB SCHEDULE TOP OF GARAGE c I CONTINUOUS STEEL MONOLITHIC EXT. PORC.1 SLAB l u FOOTING REINFORCEMENT SEE SCHEDULE 4" CHAMFER (1-STORY) ° W/ 1/2' IuC)LATION 6" CHAMFER (2-STORY) JOINT( 1 -RE APPLICABLE) Z i SEE SCHEDULE FOR W D BAR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2"CAPPED GALVANIZED PIPE W/FLANGE c@ BASE d co SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS C 4 BOLLARD 5 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE I'-0" P OF SLAB VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCKING SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE -NIL* C 4., 0 SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY x , SIZE DIFFERENT NUMBER OF CONTINUOUSBARSPROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO N EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 2 �a GARAGE SCALE:3/4"=V-0" CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" Lu J NEW REINF. BAR n- SECURED W/ 2- PART EPDXY. MIN. EMBED 8", LINO p FOLLOW ALL MANF. QSPECIFICATIONS FOR m USE AND 00 PREPARATION OF "3-4" 4 HOLE. w ui co oQQ� 4 CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING 6M O OLIC BAR'TO OU O THI F NaDATI N SCALE: 3/4" V-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS ¢w m Lt co J v a U) z 8" CMU WALL POURED LINTEL CONT. (TYP) - 0 M F 8"' CMU FILLED CELL (TYP.) M .r.. 2X WALL FRAMING t ° 1/2" DIA. SIMPSON STB2 BOLTS 5" SEE SLAB SCHEDULE 74" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB W/ 1/2" ISOLATION CHAMFER (1-STORY) 16" O.C. VERTICALLY MAX JOINT (WHERE — 6" CHAMFER (2-STORY) APPLICABLE) Z MATCH STEEL 6" PVC CHASE 2 REINFORCEMENT N PER SCHEDULE THRU FOOTING SEE SCHEDULE INT RIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE BoK WALL CONNECTION AND BAR QUANTITY 1 I C12 SCALE. 3/4 =1,_0„ A BAR SIZE 48 BAR DIA. #3i 18" #4' 24" #5 30" #6, 36" #7, 42" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" — AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE' BTM: PLATE TO BE PT. PROVIDE DBL. TOP PLATE LLE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. w SEE SLAB SCHEDULE Q a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=V-0" (NO UPLIFT) +- 0'-0" a TOP OF SLAB a a . Z_ 7 as M a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT FOR NRY SET EV: 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 J rA w U 0 0. W 4 F q 00 W z� CREEKSID : PHASE 2 LOT #114 PROJECT* 04321.201 114R1 MODEL.• 4EHB "2605-HAYDEN" ARAGE SWING: RIGHT SAGE: i DETAILS 190 MPH EXP. ARCHl1ECT- STATE OF FLORIDA PER SCHEDULE ; �l� PVb CHASE _a . THRU FOOTING FEB 12 1021 SCALE: 3/4"=V-0" AICHAEL C. ANDERSON AR NO 17505 .. Reviewed for Code Emm Compliance FPRINTun ve sal engineering02 05 21 Sciences :1/4"=1'-O" T 0 N N N OP Q N FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance ED Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL6RIDA32937 PH: 321-802-3591 www, a bd esigngrou p.com AA #: 0003325 F MCI rQ `. n yF r j rq e� r' 's PU133DIV. & LOT: CREEKSIDE PHASE '2 LOT #114 PROJECT# 04321.201 114R1 e AODEL: 4EHB "2605- HAYDEN" GARAQE S VfMG: o RIGHT : 3AGE: FIRST FLOOR DOWEL PLAN 30 MPH EXP. ARCHrrECT- STATE OF FLORIDX �i FEB 1 2 2021 PAICHAEL C. ANDERSC,\d AR NO 17305 rRA02 05 21 TE: SCALE: 1/4"=1'-0" "MEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. (V co 4 a ¢ d J ¢ m Q c') s— Z_ m �> CO 0 U HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1 -0" CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" LU W OU >O NEW REINF. BAR SECURED W/2-PART a- 0- I EPDXY. MIN. EMBED ¢ 6,UNO 2 ¢ FOLLOW ALL MANF. U SPECIFICATIONS FOR _ jrUSE AND C~7 m PREPARATION OF Z co HOLE. W d. 0 Q� STEEL REINF: OF BOND. BEAM ADDING BAR TO BEAM OqqNLD SCALE: 3/4"=1'-0" TIE VER TICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. _ N IL ¢ Q � W ¢ ¢ Q m ir 10" HOOK 0 S b co I b co [A a a a c d W LL .... A ��a a g m Q Q Z Z N a1 CO 0 co F-1 ILLC�OD I LT OFFSET METHOD CONTINUOUS METHOD HOF IZONTAUVERTICAL REINFORCING l SCALE: ALE: 3/4 =1 -0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS — FE I. 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS O 1 J I crni F V W ti c�3 r� ^J P.1 t ARCH I3TATE OF FLORIDA i FEB 12 2021' MICHAEL C. ANDEMON AR NO 17305 Reviewed for Code " Compliance Universal Engineering ':z'RINT 02 705 21 Sciences DATE: / SCALE: 1/4"=1' — 0" SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hill 0A OR LGT2 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 OFAFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4" ). 9. 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 TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE ll= & MARK DESCRIPTION REMARK (D— O 2Xq .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 CF SL B ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER,F.E.S. = FROM EACH SUPPORT T O = THROUGHOUT _ REINFORCEMENT STIRRUPS MARK DESCRIPTION — REMARKS (psi) WxH' BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A —_J GROUTED SOLID BB2 MASONRY 3000 8x8 — (1)#5 — N/A �_ GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 0 N 1 ♦ 8F1 6/1 T/1 M/OB I 1 f**]BBS2@ 8'-8" ,I ;ES coI 1 ,� 1 r 1� u 1aD 00 1 8F40-1 T/1 M/OB 8F32-1 T/1 2 211 TOP OF WOO WALL 8F32-1T/1M/0B "8RF2-1TiMOB 1 r _ T -. KNEM 1 , l o A;'# Io , i� 1� 7 8F16 8F16/1T/0M/0� 8F16/1T/0M/OB® 1 1 T/OM�! 8F32-1 T/1 M/OB 1 2.1 LINO, PROVIDE BB1 WHERE TRUSSES BEAR TOP OF WALL EL. 1 U-0" t ' O 8F42 (MIN)-1T/1M/1B B.O.L. @ T-0" ABV. FINISHED GARAGE SLAB FIRST FLOOR LIFT BEAM PLAN Reviewed for Code Compliance Universal Engineering Sciences a N =s: l F� Cc F G�. k MDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 1ROJECT* 04321.201 f 114R1 7'>>,"ODEL: 4EHB 2605-HAYDEN" C-,l►RAGE SWING: RIGHT SAGE: FIRSTJEXTP. LIFT PLAN NO 60 MP ARCHrrECT. STATE OF FLORIDA I FEB 12 2021 i MICHAEL C. ANDERSON AR NO 17305 I PRINT 02 05 21 w,3ATE- BCALE: 1/4"=1'—O" R I9HEET rvp S 2 i l_ - h #5 CORNER BAR W/ 30 LAP FOR EACH COURSE OF BOND BEAM J VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER - - -- -- - -- SCALE: 3/4"=V-0 SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT' AS SHOWN OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP yNOTES TO THE INSPECTOR/CONTRACTOR TYP 8 z8" .T 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM - 4' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. OFREINFORCING L2 HEIGHT. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL �c ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �O AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST - 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"CD 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM Q COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BONDBEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. I$„ �\ ��Q 6. UNO COMPOSITE' MASONRY BEAM IS TO BE NOT LESS THAN 16" DEE�_ — p0 FAG 8xl6 DBL. BOND TOP OF >2 QP� I BEAM W/ (1) #5 BAR BOND BE EACH COURSE G 8x8 BOND BEAM TOP OF • Oe��\N W/ (1) #5 BAR a BOND BEAM F = FILLED W/ GROUT " U = UNFILLED GROUT SOLID F+3OM TOP S1\� NOMINAL LINTEL TO TOP OF BOIND OF OPENING ; # OF #5'S, IN 2NDBOND WIDTH % BEAM, IF FILLED 'LINT j/ BEAM;COURSE SEE NOTE 5 � \�'�� 16- 1 TL1 M/OB 8x8 PRE -CAST CONCR PgS��P NOMINAL LINTEL W/ (1) #5 BAR ( LENGTH OF BAR = WIMASONRY P� HEIGHT #OF#5'S,TOP BEAM DESIGNATION IT ISTHISENGINEER'S INTENT BOND BEAM COURSE OPENING 2 THAT XFXX 1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCR2AND XFXX - 1T/0M/0B INDICATESA SINGLE BOND BEAM PLACED IN. LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL - OF OPENING AND XUXX - 1T/0M/oB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL PE TYPICAL MASONRY WINDOW SILL CONSTRUCTION C! Al G i i SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL r 11 STEEL REINF. OF BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-O" de Sa WOOD SECTION FASTENERSPACING de =2". MIN, 2 y" MAX sa = 2 MIN, 9" MAX (2) 20 s, =1' MIN, 2" MAX ad .= t. MIN, 2 2" MAX de =2" MIN, 2 G" MAX sa=2a'.MIN,: 9" MAX (2) 2x6 sr =1 �" MIN, 2 }" MAX' ad = of MIN, 2 2" MAX de =2" MIN, 2Jj" MAX sa= 2 42" MIN, 9" MAX (2) 2x8 S, =1 2" MIN, 2 2" MAX` ed= 4" MIN 22" MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de s END DISTANCE sa - SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ed= EDGE DISTANCE Reviewed for Code 'MUST HAVE 2 OR MORE LONGITUDINAL Compliance Universal Engineering ROWS OF NAILS bw Sciences DOUBLE STUD W/ 1 Od NAIL ATTACHMENT SCALE: N.T.S. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W G oy. r-� r . � y e "AGE: T� JE I n ^ T fT TT T TTTl 6 ARCHrrECT: STATE OF FLORIDA �f3 FEB 12 2021 ;. 611 41CHAEL C. ANDERSON AR NO 17305 'PRINT SATE: 02/05/21 SCALE: 1/4 __- SHEET S2.1Avr — 11 1 11 11 11 "QUALITY" LOTT S CONCRETE / CAST-CRETE / QUALITY SAFE LOAD TABLES SAFE GRAVITY LOADS -- ^-� FOR -- 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS - SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH — 8U8 818-OB 8/16-lT/OB /20-lT/OB /24-lT/OB /28-lT/OB /32-lT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8128-1T 8/32-1T 8/8-1B 8116-1T/lB /20-lT/16 /24-lT/1B /28-lT/1B /32-lT/lB 8/8-2T 8116-2T 8/20-2T 8124-2T 8128-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 9961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 81`1 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 1 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST — - — 931 1247 --- 1999 2560 3123 3686 4249 PRECAST 411 411 6-411 PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 ----- 1161 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 3693 5877 6036 6548 5776 929 2080 2593 1 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST _ 570 938 --938 2498 2205 2698 3191 3685 7'-6° PRECAST 303 534 T-6° PRECAST 716 900 1181 1462 1743 2025 2498 3408 4864 7067 647z 727 1624 2025 2426 2827 3228 V-4" PRECAST 42$ 633 1593 2204 2481 2818 2621 9 PRECAST 1 g2 3$4 91-41� PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST �- 388 487 ---..-- 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 - 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 1 111-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0° PRECAST 308 507 - 1210 1596 2048 2586 3191 12-0° PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST e 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0° PRECAST 254 -_ 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 NR 978 1272 1606 1950 2389 378 717 1 961 1192 975 1133 14-8 PRESTRESSED N.R. NR NR NR NR NR 14-8 PRESTRESSED N.R. 283 14-8 PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR - NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.RY- - NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 m00 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4e PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 1sz zss 3as 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 1 21 -41PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22-011 PRESTRESSED N.R. NR -' NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24P-011 PRESTRESSED N.R. 91 24-0 PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 1 455 1 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF Ai:'CEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130. 3 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r p111111 '111111_ `' UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT 04321.201 /114R1 I,1ODEL: 4EHB "2605-HAYDEN" MARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. FES 12 2021 `AICHAEL C. ANDERSON AR NO 17305 "ICALE: 1 /4"=1' — 0" SHEET 2.2AI FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W' (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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 TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER t7a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4 AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8. BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Yz"x5 Yz") SYP. HTf4 W/5/8" DIA x 5" PT., WOOD POST EXP. BOLT 5!S t 1 A F----------- FIRE DRAFT STOP PRE-ENG. FLR. TRUSS 2X4 NAILER FOR DRAFT STOP IDIARTARVIDUA PRE-ENG. FLR. JOISTS �I �I 3/4" PLYWOODI I DRAFT STOP �I PRE-ENG. FLR. JOISTS II 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM1 TO CMU WALL W/ SIMPSON LGUM46-SDS W/ (4) %" x 4" TITEN HD ANCHORS AND (4)Ya" x 2 Y2" SDS SCREWS TO BM1 rlm'rAu 0 CJ1E CAL J L2GNj I J f 3L n CJ1L o 0 1A GT 3.1 w — r 9A 10B 3 I 3.1 3.1 3. II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II u u u n u u u u u u u u n II II II II II �� J3 II �� II II II �- J2 III II II 34 II II II II II II II II �� II II II II 2x4 II '18 WOOD WALL W/ II II II II II II II 2x4 WOOD I II SYP. II NO.2 STUDS li II lli I� II II II II WALL W1 II II @ 12" O.C. SYP. NO.2 u u u u u u u u a !I II II II u -- STUDS@ 12" O.C. WD1� BM1 11 III J4 ----dl I 1 - _ -- -— 4 n 3.1 17 PRE -FABRICATED FLOOR JOISTS @ 24" O.C. -- I�=—= CJ5E— u u u u u u CJ3E �,e II II II II II 113 A ' ICI®I�fl w w w ci in U 0 C� II___. II T II Y Y EGEII 4 m II II II II n n n n II II II II 2X6 WOOD 1 WALL W/ DBL. II TUD Til SUNDEEACH JOIST ��0 II II I II II II DBL STUD II /PROVIDE 131 II IIn2X4 WOODWALL W/ DBL. DRAFTSTOPPING II STUD UNDER II 11 ALONG THIS TRUSS AS TO II E II H JOIST II LIMIT AREA PER FBCR 302.12 01000 S.F. II III II II II II „ II II II 4 J7 II 3.16 11 II II II II II II II II II II II II II II II II II �� II IL II II 11 II II II II II III � II II II II II II II If �� II II II II II II II II '="' II II II II II II II II II II II II II II LILL _1 _A FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1111111 >IUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN Li6o MPH EXP. C ir ARCHrrECT-. FEB 12 2021 '!IICHAEL C. ANDERSON AR NO 17305 "s"+'+ CI ATE: 02 05 21 1 SCALE: 1/4"=1'-0" 1 SHEET S 3 ENGINEERED WOOD TRUSS PLYWOOD SHEATHING, SEE Oa 24" O/C, SUBMIT SHC P "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SII,/IPSON HETA16 "ROOF/WALUFLOOR TRUSS ANCHOR WITH B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x4", (12) 16d x 1 2" NAILS TO TRUSS SHEATHING {) - ' 6", 8" x 4'-0" MAY BE ADDED 1 9 10d>:1 �"NAILSTO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO- (16) TOd x 3" NAILS TO GIRDER AND NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. W/ l Od NAILS, 2 ROWS, T' CONNECTOR WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE, TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS2x SECURED W/ (3) 16d 4'x 22" TO GIRDER GALV. COMMON NAILS. - ENGINEERED WOOD B,-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, (?) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS ix2, 2x V'JOOD FASCIA 3" TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH ----- 2x SECURED W/ (3) 16d � � AND APPROVAL GALV COMMON NAILS. (2)12-" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" 1x2 31-CU9ED W/ 10d iMASONRYBOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS l BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" 0,0, SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) &ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LES!(2 PLY MIN.) TYPICAL TRUSS/ ti r „ 1a 1b iC GIRDER"CONNECTOR(S) SCALE:3/4"-1'-�"� b 2c GIRDERLCONONECTOR(S SCALE. 3/4 ' 0 ( ) i � I E 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 4 LSTA12 20 C AUG� W/ 10dxl/2 HDGOOMMON NAILS. a EACH EN D TOTAL OF 10 3 ELEVATION SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS. 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2- WOOD PANELS 90 2x LUMBER L PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. < n 4 1-JOIST CONNECTION @L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) NOTCH DEPTH 1/4 O ' HOLE EDGE >5/8" x HOLE DIAMETER D < 2/5'SGL. STUD OUTER 1/8OF SPAN ONLY HOLE EDGE >5/8" /2 BTM. - PLATE STUD NOTCHING III AND BORING LIMITS 8IIIIIIIIIISCALE : 1 1 /2"=1'-0" SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2). 1/2" WOOD PANELS 90 2x LUMBER 7777 LVUI-JOIST WITH BACKER BLOCK A N HTT4 W/5/8"A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., 6-0" MAX (W11 X4) OR 10'4' MAX (W/2X4) BLOCK WALL W/1010d TO INDIAN11HARBOUR BEACH, TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH•ORIDA 2-359 FL CONT POURED LINTEL design2r3591 www. a bd esignggrou p.com AA #: 0003325 TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM: CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES POST TO SIT DIRECTLY ON SLAB 1x4 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 -.--w_ _ ° ''� INTERSECTION TYP.' BTM. CHORD BRACING � • � � � .i 6 !i SCALE: 3/4"=1'-0" LVLi OD POST CONNECTIONS 7 SCALE: 3/4"=V-0" 24" 24' MAX. w/-JOIST 8" END 8" MAX. SPACING END w/I JOIST TRU S B G. OR TM. j// „ ,.,, PACIN OF HEATHING SEE FRAMING PLAN TYP. TYP. YP. END OF MAX MAX MAX LEDGER BD. Ili . - _ • • •. • ,. B 1/2 EXP. LE 2X8 SYP P T. BOLT J-B LT512" / O LEDGER BOARD FROM LLI EDGE LE GE SYP P.T. LEDGER BOARD TO 3/4" EXP. BOLT/J-0011T W/ 2" ' . WASHER Y2" TO BE USED S &5 / 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER &'51/2" MIN. EMBED. (TYP) WITH I -JOIST BOLTS/J-BOLTS PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, 8" ALL - _ AROUND BOLT. FRONT - - 2. SPLICE OF FRONT AND REAR LEDGER IN LEDGER. SHOULD LAP A MIN OF A - SIMPSON ILIE 1:81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5„ MIN. � EMBED 14 10d ALV.,COMMON NAILS TO HEADER FL#17241 � � 3. ALL BOLTS To HavEwASHERs � B - SIMPSON IU 2.37/j 6 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD SYP PT EMBED (14) 10d ALV.',COMMON NAILS TO HEADER FL#17241 Z NOT BE ANY CLOSER THAN 6 O/C. Z C - SIMPSON MI 3.56/i16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 03 5. ONLY LEDGER IN DIRECT °J EMBED (24) 16d GALV! COMMON NAILS TO HEADER AND (2) 10dx1_ 1/2,� GALV. NAILS TO JOIST (2) 2X8 _' coNracr (REAR LEDGER) WITH W REAR FI 11'17241 SYP PT CMU .REQUIRED TO.BE P.T. LEDGER D - SIMPSON HH S7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5', MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST HOLE DIAMETER FL#25749 < 3/5*D DBL. STUD E - SIMPSON MI 4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/I WEDGE-BOLT/J-BOLT, 5" MIN. E€*nBED 16d GAL . COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST FI_#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 314"=V-0" FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRAL SPACING A DOUBLE SYP2x8 1/2" 8" MAX. 24' O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0" DALE: 314"1 (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER5TRUSSES) U-0" TO 3 " (1) "X" BRACE 30'-V 60'- 3) "X" BRACE (1)"X'BRACE CENTER (2) "X BRACE DI ED EQUALLY FROM CENTER TO D. 2x WOOD FAS SEE ARCHITECT AL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRES AT 4'-0- O.C. (AT SHE ING SEAMS) SECURE2z8 PLATE TO BLK W /2" DIA. 74 SECURE BOLT W/ 2" WAS R SET IN HIGH ST NGTH EPDXY 6" 110 . EMBED. AT 32" OC MAX. SECURE GABLE TO2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE D PRE-ENG'D TRUSS SC E:3/4"=1'-0" 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 SIMPSON H10A OR LGT2. 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. Reviewed for Code Compliance Universal Engineering [B Sciences ALTERNATE MATERIALS SCALE: 3/4"=1'-0" � r1 i l II F 0. CII � `II tI I' E 1 . =. ' JILYBDIV. & LI CREEKSIDE PHASE 2 LOT #114 �ROJECT� 04321.201/114Fl MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 180 MPH EXP. . ARCHfTECT: RII� FEB 1 2 2021 AICHAEL C�ANDERSON AR NO PRINT DATE: 02 05 21 SCAT :1/4"=1'-0" SIiEET S 3 • 1 S PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX SIMPSON H6 W/ (8)8d COMMON NAILS" -. nSi inn SIMPSON H6 W/ (8)8d EACH END COMMON NAILS, EACH END EVERY STUD OR O EACH END OF "BUNDLE OFSTUDS -- PLYWOOD FLOOR SHEATHING r i 1-JOIS f'- LVL PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, r` I-J IST PARALLEL TO WALL X -777 #8 WOOD SCREWS NI x 2" LONG @ 3" O.C.; STAGGERED OFF, CENTERLINE 3/4" AS SHOWN 8" CMU WALL - NI REINF PER PLAN i PER ELEVATION (2) 2x4 P.T. W/ - MASONRY NAILS @ 12" O.C. 1X2 FIRE-STOP- 3/4" LL O �F SCREW PATTERN � w0= a I -JOIST (SEE ' 0 z�w � FRAMING PLAN) N m DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOISTS PERPENDICULAR 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" C/ STRAP TRUSS TO PL. o PRE-ENG'D WOOD SEE SCHED. BELOW TRUSS (TYP) Ca 24" O.G. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN j✓,✓ / CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-O" O.C. MAX. GABLE END BR CI'1NG W/ PRE-ENG GABLE TRUSS @ OMU WALL SCALE: 3/4"=V-0" I TRUSS TO TOP PLATE A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV- NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 1 Od GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS FILL ALL HOLES; DO NOT USE 1 Od x 3" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE _ 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHORW/2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" OC MAX. dl 9a gb TRUSS CONNECTION SCALE: 3/4"=1'-0" — #8 WOOD SCREWS x2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL.2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. HI 8" CMU WALL REINF PER PLAN PER ELEVATION 5 3/4" 7_10LL O �Z SCREW PATTERN 00 1 O jr zp< — wiz _e�' 24" MA NAILER W/ —I-JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) MASONRY NAILS - @ 12" O.C. 1X2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/4"=V-0" PRE-ENG ROOFTRUSS 4x4/4x6 SYP NO.2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 Reviewed for Code Compliance ° Universal Engineering Sciences +O Ea SSMTRUSSOOD POST CSCALEONNECTIONS TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 1 Od GALV: NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV: NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4 x3"SDS, (1) 5/8'°A T R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G 5 660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U 2 300 GA 0335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U 4,565 W/5/8 A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. N C, "M tit r.„ kq O 0. U4 W F A E; NF W , ARCHfTECT- -STATE OF FLORIDA FEB 12 M1 IICHAEL C. ANDERSON AR NO 17305 DATE: 02/05/21 SCALE: 1/4"=1' - 0" SHEET S3. 1 B 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r, �o 0. 34 D3 w 4 SLTHDIV. 8a LOT: CREEKSIDE 1: PHASE 2 r1 LOT #114 PROJECT# 04321.201 114R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING - RIGHT PAGE: Fal, DETAILS 60 MPH EXP. C FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: ` 02 05 21 SCALE: 1/4"=1' - 0" SHEET S3.IC I SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" rtw U W O F 4 V 03 a F A E»: � gt p i W W r J P No VBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #114 PROJECT# 04321.201 114R1 MODEL: 4EHB "2605-HAYDEN" CARAGE SWING: RIGHT !?.AGE: SECOND FLOOR DECK PLAN �60 MPH EXP. C PT ARCHfTECT TTATE OF FLORIDA FEB 12'202t Reviewed for code MICHAEL C. ANDERSON Compliance AR NO 17305 Universal Engineering Sciences PRINT 02 05 21 DATE: / / SCALE: 1/4"=1' — 0" SHEET S 4 7- 3 6" 33-8" 27'-8" 23'-4' 16.4' 11'-2" 6,_2" 7411 C co C9 m N C — III ii F11 IEII IEI R 3'-4" 10'-4" IFA 2' 9„ -- - - - - - - - - - - - - J 5-$„ 13`-0" 16'-Z' 20'-0" I ,.µr. SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 0 r op N N O Pam') all 9 [933 V EKSIDE ASE 2 T #114 CT* Sri 201 114R1 r EHB -HAYDEN" E sWINCE: IGHT µa 1 ,. SECOND FLOOR DOWEL PLAN F' 0 MPH EXP C ARCHrrECT- STATE OF FLORIDA FEB 1 2 Ml.. Rev ew�d for Code Compliance .. �Universal Engineering MICHAEL C. ANDERSON Sciences AR NO 17305 m® 02/05/29 DATE: SCALE: 1/4 $)=1' — 0 sa SHEET Soo FRAMING NOTES: HEADER SCHEDULE 1. U.N:O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. SIZr& MARK REMARK CONCRETE TO WOOD FLOOR: _ DE CIjiIPTION SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: (2) �X8 SIMPSON Hill 0A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED: 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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 TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-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 HRCH / 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 (PSI) VSVIzH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID -- SIZE -- SPACING BB1 MASONRY 3000. 8x16 — (1) #5 (1) #5 N/A GROUT D SOLID BB2 MASONRY 3000 8x8 — (1) #5 — N/A� _ — GROUT zD SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES �c-------------------�_-------- ------------------------ o 1 I ♦ 8F16-1T/0M/0B 8F1 °♦ 2 °♦ 8F16-1T/OM/0B6-1T/OM/OB I I ,� 1 ♦ I 1 1 ♦°♦ 1 1 GT ♦ I® 1 t ♦ ♦ 1 1 ♦ ♦ I I 1 1 1 1 ♦ ♦♦♦ , U N 0 PROVIDE B132 WHERE 1 1 I ® ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" 1 ♦ I I °® 1 ♦♦ ♦� 1 I ®® ®° 1 ° 1 1 ®®o °°�' 1 �4# I 1 1 1 i � 1 I � 1 1 ,4 1 1 GT �O ♦ X 1 0 o I c0 I I GT ♦♦ 1 �I _� °♦ I 8F16-1 T/0M/OB , ° o 1 L.----- 8F16-1T/0M/0B 8F16-1T/OM/OB 8F16-1T/OM/OB♦ 1 -- -J SECOND FLOOR LIFT BEAM PLAN SCALE: 1 /4 = 1 `-0" Reviewed for Code ED Compliance Universal Engineering Sciences era U Rq 4; p 0. v ai �s �4. llODEi : 4EHB "2605-HAYDEN" GA&RAGE SWING: RIGHT _''AGE- SECOND FLOOR LIFT BEAM PLAN '30 MPH EXP. C ARCHITECT. STATEi OF FLORIDA a 1 II FEB 12 �9 r !AICHAEL C. ANDERSON AR NO 17305 NT DA. 02/05/21 SCALE: 1/4"=1' — 0" iI�_ % "L TT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRI - SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT SAFE TYPE LENGTH _ 8U8 8/8-OB — 8/8-1B /16-lT/OB 811$-1T/16' /20-lT/OB /20-1T/1B /24-lT/OB /24-1T/1B /28-lT/OB /2811 16 /32-lT/OB �a2-1T/16 TYPE LENGTH 8/8 PLAIN 8/8 SOLID' TYPE LENGTH 818-1T 8/8-2T 3'-6" PRECAST 1436 952 31 4 4217 5321 6426 7531 3'-6" PRECAST 689 1024 ' 2465 61 3 6385 7708 9031 10000 4'-0" PRECAST _ 1065 700 2395 3125 3945 4765 5587 . 4'-0" PRECAST 514 763 1961 61 3 7192 6524 7621 8751 4'-6" PRECAST 819 533 �1625 17 0 2400 3033 3666 4300 4'-6° PRECAST 398 591 57 3 7547 6752 6541, 7565 5'-41° PRECAST _ 931 — `1247 -- 19 9 2560 3123 3688 4249 51-4" PRECAST 411 41.1. 1319 44 0 7196 7342 5780 6259 5'-10" PRECAST 817 '1024 - 16 1 1 2090 2549 3009 3470 5'-10" PRECAST 340 339 1161 -- 36 3 5877 6036 6548 5776 6° 6" PRECAST 692 1139 --1139 32 7 3031 370T' 4383 5061 6'-6" PRECAST 410 721 32 7 4598 7054 10000 8825 T-6" PRECAST 570 938 -- 24 8 2205 2698 3191 3685 T-6" PRECAST 303 534 938 24 8 3408 4864 7067 6472 91-4" PRECAST 428 533 15 3 2204 2481 2810 2621 9'-4" PRECAST 192 384 639 16 4 2298 3081 4099 4899 10'-6" PRECAST 388 487 - 12 7 1767 1904 2163 2028 10'-6" PRECAST 151 301 �550 �544 14 7 1897 2781 3222 3784 1 V-4" PRECAST — 330 . _ _ - 13 2 1742 2252 2860 3630 11'-411 PRECAST 132 417 544 13 2 1742 2252, 2860 3552 12'-0" PRECAST' 308 V507 �507 12 0 1596 2048 - 2580 3191 12'-0" PRECAST 111 370 12 0 1596 2048 2580 3171 13'-4" PRECAST 270 �414 2605 5 13'-4" PRECAST 82 298 10 5 1365 1732 2316 2 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 �390 � 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR N NR NR NR NR 14'-8" PRESTRESSED N.R. 283 � 5s 10 9 1 1NR 2NR 2N " 15-4 PRESTRESSED N.R. Nil R R NR 15-4r 11 PRESTRESSED N.R. 252 4R 10 4 1 17103 21J 8 25 3 17'-4" PRESTRESSED N.R. -NR Nil NR NR NR NR 17'-4" PRESTRESSED N.R. 183 300 856 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR Nil NR NR NR NR 19'-4" PRESTRESSED N.R. 148 235 736 959 1200 1467 1716 21'-4" PRESTRESSED _ N.R. _ NR — N NR NR NR NR 21'-411 PRESTRESSED N.R. 125 180 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR IN NR NR NR NR 22'-0" PRESTRESSED N.R. 116 165 784 992 1203 1381 24'-0" PRESTRESSED N.R. - NR NR N, . NR 24'-0" PRESTRESSED N.R. 91 129 4 0 654 824 1014 1147 - ALL VALUES TAKEN AS THE LESSER. FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S "tAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED P'ER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANC F.IE,C.P. COR PO RATION -CASTE-CR ETE DIVISION ACCEPTANCE #: 19-0130.1 3 T-6" 41-011 4'-6" 5'-4" 5-10" 6'-6" T-6" 9'41 10'-6 11'-4" 12'-0" 13'-4" 14'-0" 14'-8" 15'-4" 17'-4" 19'-4" 21'-4" 22'-0" 24'-0" CAST & PRESTRESSED U-LINTELS -OAD -POUNDS PER LINEAR FOOT 8/16,, 1T 8/20-1T 8/24-1T 8/28-1T 8132-1T 8/16 2T 8/20-2T 8/24-2T 8/28-2T 8132-2T 3524 4394 5263 6132 7001 PRECAST 1569 3524 4394 5263 6132 7001 PRECAST 1363 30�O 3815 4570 5325 6079 1363 3060 3815 4570- 5325 6079 PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 PRECAST 909 1499 1971 2443 2915 3387 929 2000 2593 3107 3620 4133 PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 PRECAST ; 716 90 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 PRECAST 454 586 767 948 1129 1310 572 13'�8 1643 1969 2164 2519 PRECAST 356 46!8 612 755 899 1042 504 1160 1472 1763 1710 1989 PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 PRECAST 383 366 476 587 698 783 440' 94P 1300 1560 1314 1476 PRECAST 308 30 393 484 575 645 396 781) 1057 1312 1071 1203 PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 PRESTRESSED 239 421 506 626 746 865 246 6613 980 1237 1474 1715 PRESTRESSED 224 387 464 574 684 793 230 616 908 1 1134 1353 1572 PRESTRESSED 187 32 365 451 587 680 192 50 720 501 1135 1312 PRESTRESSED 162 266 348 430 513 595 166 420 623 803 950 1098 PRESTRESSED 142 219 308 381 454 527 142 37� 537 690 816 943 PRESTRESSED 137 220 290 359 428 1 497 137 358 513 659 779 900 PRESTRESSED 124 174 245 302 360 418 124 319 455 581 687 793 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineenn' Sciences 2194 H�11Y A1A, SUITE 301 INDIAN HARBOUR BEACH, FLI RI DA 32937 PH: 321-802-3591 www.a,bdesigngroup.com AA #: 0003325 w w u `�2605-HAYDEN" "' ARAGE SWING: RIGHT ''AGE: SAFE LOAD TABLES 160 MPH EXP. ARCHITECT-. STATE OF FLORIDA FEB 12 20,�i ICHAEL C. ANDERS AR NO 17305 ,SATE: 02/05/21 j SCALE: 1/4"=l'—Q" MEET S 5. 1 -y 1IL r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 9. 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 TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. 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" Ix 2 7/8" LONG, WITH WASHER Qa 1611 O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHQWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. END JACK WHERE T-PTLICABLE :DISSI' TRILISS MANUFACTURER / ENGINEER NOTES: 1. R OF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W1 A 2x6 BTM. CHORD (MIN.) 2. C ORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITT THE RCHITECTURALPLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TR SS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AV ID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8 FROM THE CENTER OF THE COLUMN. ail GI DER/TRUSS TRUSSES W,'2X4 W/ X6 BOTTOM'. BOTTOM CHORD CH RD 2xp SCAB NAILED TO DIAGONAL TFUSS BOTTOM BRACING/BOTTOM CENORD W/MIN (4) 1 Od CHORD BRACING All FOR EACH CHORD CONNECTION WILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 GIRDER/TRUSS TRUSSES W/2X4 BC' :TOM CHORD W/2X6 BOTTOM BOTTOM CHORD CHORD DIAGONAL J 4X45liAtl INAILCU I �—DIAGONAL BRACING/BOTTO TRUSS BOTTOM CHOR BRACING/BOTTOM CHORD BRACING MW/MIN (4) 1 Old NAILS CHORD BRACING FOR EACH .CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONN ECTOR SCHEDULE CONTROL DATE OB/30/2020 MIEek USP SIMPSON Mnex USE SIMPSON DES. UPLIFT GRAVITY DES.'.. UPLIFT GRAVITY FASTENER y FASTENER HTA 16-18 1625 META-16 1450 (8) lid X 11/2" 1-PLY, (7)16d 2 PLY, EMBED 4 I�i, (8) lid x 11/2" 1-PLY, (6) I6d 2-0LY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 _ (12) lad x 11/2" 1-PLY, EMBED 4" (10) 10d x11/2" 1-PLY, EMBED4" HTA 16 1870 HETA-16 1810 --,-,�— (10) 10d X 1112", (8) 16d 241LV, EMBED 4 (9) lad x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) lOd x Yl/2", (8) i6d2 PLY, EMBED 411 (9) 10d x 11/2" 1-PLY; (8) I6d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20. 2035 (12) lad x 11/2", 1-PLV, EMBED 4' _ (10) lad x 11/2"4 PLY EMBED 4". 351X/ --.-- (10) lfid 2-PLY, EMBED 4" (12) I6d 2-PLY, EMBED 4" W z LUST 2 1655 LGT-2 1895 BILK (5) 1/4 x 3" Wedge-Bolt+Anchors, WOOD (16) 10J (7) 1/4 x 21/4" TITEN, WOOD (16)16d O LUGT-3 3380 LGT3-SD52.5 3480 CONIC (4)3/8" XS"Wedge Bolr+Anchors, NOOD(12)W'SF i.. (12)5081/4x3"TO GIRDER, (4)3/8'z5"TITEN HD TO WALL Q DHTA-20 2430 DETAL 20. 248D (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE M UGT15+ 3945 MGT+ 3965 (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EM BUD),(22) IMr0 WOOD) 'i, (1)5/8 A.T.R. . IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4 A.T.R J (2)3/4 A.TR IN HIGH STRENGTH EPDXY (MIN. 12'F EMBED),{lfi)lad TO W000 HUGr3+. 9850 'HGT-3+ IU690 WOOD (8) 10d, MASONRY(2)3/4 A. (2) 3/411 AT R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL L 1470 PERPENDICULAR TO WALL. LTA2 1210 PARALLEL TO WALL 1210 PERPEN DICULAR TO WALL --�_-- (10) lad x 11/2 " (10) lad x 1-1/2" MUGT15 3945 VGT 4940 (1)5/8" A.T.R. I N HIGH STRENGTH EPDXY (MIN. I2 EMBED), 14110 -OP/(6)10d FACE/(12)1 dBACK OF TRUSS (1)5/8 A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12" EM BED),(16) SDS 1/4"x3" HUGT 9575 (2)VGT 7185 (2)5/8" A.T.R. iN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (81 103 1(2)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32)SDS 1/4"xt' MTW 12 965 MTS-12 990 (14) lad x 11/2", (14) 10d ~� y (14) lad X 11/2" HTW 16 1355 HTS-16 1310 (16) lad X 11/2', (16) lad (16) lad X 11/2" HTW 20 1355 HTS-20 1310 (24) lad X 11/211, (20) 10d (24) lad X 1112" - HTW 24 1 1355 HTS-24 1310 . (24) lad X 11/2%(20)10d --� s (24) 10d x 11/2" LSTA 12++ 930 LSTA-12 ++ 925 (10) 10d (10) lad LSTA 18++ 1235 - LSTA-18++ 1235 (14)10d ------ (14) 10d MSTA18++ 1310 MSTA-18 ++ 1315 (14)10d --i— (14)1W MSTA 24++ ( 1640 MSTA-24. 1640 —_^ (18) lod " (18) lad ,o MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22)lod MSTA 36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d N KSTI235 2765 MSTI-36 3$00 (36)10d X 11/2".. Isla) 10d X 11/2' - KT51248 5105 MSTI48 5070. �Y ~— (48) lad X 11/2" —_ (48) lod X 11/2" LFTAB 980 H6 1055 _ (16) 8d x11/2", (16) 8d) (8) Be TO PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6)10d TO STUDS (6) lid 10 PLATE (6) 10d x 11/2 TO STUDS MP34 525.IN Fl @ 160% A34 430 (4) 8d x 1112 TO BEAM (4) 8d x 11/2 TO POST (4) 8d x 11/2 TO BEAM, (4) 8d x11/2" TO POST. HHCP2 680 HCP2 590 (10) lad x 11/2" TO TRUSS, (10),IOd X 11/2 TO PLATE (12) lad X11/2" RT16A 1020 H 10A 1040 (9) lad x 1112" TO TRUSS, (8) lad X 1112TO PLATE (18) 10d X 11/211 MUGT15 & PHD4A 1 4175 VGT & HOU4 4940 (28) IW TO TRUSS, (10) M63 WOOD SCREWSTO POST W/5/8' THREAULD ROD (16) SDS IlTx " TO WOOD, (10)-SS 1/4"x21/2" W/THRFADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) lad TO TRUSS, (10) WS3 WOOD SORE WSTO POST W/ 5/S THREADED ROD I (16)-SDS 1/4"x3"TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU" 2535 6775 ABU 44Z 2300 7750 158"A.T.R. HIGH STRENGTH EPDXY, O / N OX (MIN ]" EMBED) Ihl CN ., (12) l6d TO WOOD i (1) 5/8 A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONE., (12) 16tl TO WOOD PAU66 2455 16005 ABU 66Z 21% 18205 1 5 8"ATR. IN HIGH STRENGTH EPDXY MIN. 7" M t 1- O. / ,( EMBED) IIJ CONC. (..t)i6d TO W000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY,(MIN.7" EMBED.) IN CONC.,(12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1310 1 34"ATR. IN HIGH' 5: RENGTH EPDXY, (MIN, ]" EMBED) IN CONC., (E.):lOd TO W000 (1) 3/4 A T R. IN HIGH STRENGTH EPDXY, (MIN. J" EMBED.) INLONC., (8)lOd TO WODO O LT520B+++ 1100 LTT208+++ 15(10 MIND"EM6ED)1Nf GIVE (10)] Od 1-112 TOWOOD (1)3/4"A:T. A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 711 EMBED) I IN C (1)1/2 ATRiN HIGH STRENGTH EPDXY, (MIN.7"CMBEDJ IN CONC., (10) lad TO WOOD =.HTT45 4160 HTT4 4455 5/8" A.T.R. IN HIGH STRENGTH EPDXY MIN.7"EMBED) IN CONI. (18)16d X 21/2" (1) 5/8" A.T.R.IN HIGH STRENGTH EPDXY (MIN, 7' EMBED,) IN CONC,(26) 16d X 21/2'. QH745 3005 H75 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN CON( (2() 16d X 21/2" (1) 5/8 A T R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONE, (26) I6d X 21/2" UPHDll+ 14395 2 5D011-505 d1810 ( ) �) (1) 1" A.T.R. IN HIGHSTRENGTIi EPDXY, MIN 10'' EMBED IN CJM14. (24 NS3 WOOD SCREW (1) 1 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONE, (24)SOS Y." x 2Y:" WOOD SCREWS PHD5A 6525 H07B 6645 (1) 5/8" A.B. IN HIGH STRENGTH: EPDXY, (MIN 7' EMBED) IN CONE. (14) VJ53 WOOD SCREWS (1) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (3).3/4" STUD BOLTS TO WOOD TDXS 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED? IN CC N: (3)7l3" STUD BOLTS TO 000 '. NFM35X12U 2580 7130 MBHA 3.56/1125 3475 5330 1 2 1 BOLT W MIN G EMBED & NOT IESS THAN FROM CU. (1 ..UN O / C CW 34 CIA IT / f DYNA BOLT SLEEVE ANCHOR OR Eq W/MiNS EMBED IN5I ALIFUPFA -. (14)10d AT JOIST RAMSET REDHEAD / 13 A.T.R. 6. HIGH EPDXY (MIN. EMBEDMENT O f4 .( )IN C.M.U. TOP, (1)3/4 A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6J5 EMBEDMENT)INCM.U. FACE, (18) lad TO BEAM H HUS4121F 3615 2710(100%) HUSC412 (WOOD) ' 3435 2635(100%) (10) I6d TO HEADER, (10)16d TO WOOD (10) l6d TO HEADER, (10)16d TO WOOD 3325.(125%) 3220(125%) W HD4101F CMU (CMU) 1950 3080 HUC410 (CMU) 1800 50 4 0 (18)1/4' x3"" W53 SCREWS, (10) 10d TO ��- WOOD USE (20)3/16 TOPPER+, (10) lad TO WOOD 18 14x2-34.:SITEN 9P (.) / /. PER FLANGE TO CMU 10 lOd TO WOOD' = HD2ID 21F (CMU) 1950 3080. HUC2102 (CMU) 1800 4g00 (18)1/4x3 W53 SCREWS (10) lad TO _ WOOD USP(20)3/16 TAPPER (10) lad TO WOOD (18)1/4 z23/4 TITEN (9 PER FLANGE)TO CMU, (10) lad TO WOOD: (CMU) HD210-31F CMU 2]95 5015 HUC2103 (CMU) 1800 4500 (18)1/4 x3 WS3 SCRCM/S(10) IOd TO WOOD. USP (20)3/16 TAPPER+(10)lOd TO WOOD 18 14x234 TITEN 9 O / / PER FLANGE TO CMU 10 lOd TO WOOD: ( ) (. ) LGUM26-2 2125 6065 LGUM26-2.505 14W 5595'. 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ROOF WIND DE51UN PRE55URE5 NET (GROSS) ASCE 7 16' ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) , ZONES =67.16PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.16 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD', AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAII RF(11IIRFhAFNITC SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3Y8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 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. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C, ON EDGE AND 6" O.C. IN FIELD ZONE 2e; 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3;3e,'3E. 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. 11 TOP & BOTTOM EDGES @ V U J Q zw z0 Ur W YUa U N C; (D Z K 00 rb U Q z Z � o • CD Y Lu z LL = Z z C; .I YP. EXT SHEATHING ATTACHMFNT K, tr IMR UK rftTJ:J1 ROOF SHEATHING GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWING P S APPLICABLE BUILDING COD E STANDARDS FBC R 2020 71h EDITION ACI.318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE MS4 T 02/602-16 AISI SPECIFICATION FO R THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON. THE PROJECT, EXCEPT WHERE ADIFFERENT DETAIL IS SHOWN. - ALL DIMENSIONS AND CONDITIONS. MUST BE VERIFIED IN THE FIELD. DO NOT SCALr�;--c THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS THE CONTRACTOR SHALL SUPPLEMENTTHE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non -concurrent _ 10 psf BTM CHORD -non -concurrent DEAD LOAD - DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,',. DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED VWTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHO * RAWINGSIN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTRE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM.D-1557. TREAT ALL SOIL. FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE' MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENtS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: ALL AGGREGATE USED IN CONCRETE SHALL. CONFORM TOASTM C3TC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". PROVIDE 6%: AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 39'. PROVIDE 6- MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSLRBS-ON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM WORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN'ACCORDANCE WITH ACI 34TLATEST EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF. CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. - REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND. RUST AND PLACE D IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICAT ON. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM R BAR', SEE DETAILS FOR ADDITIONAL INFORMATION.. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER f OSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION F EMBEDDED ITEMS WTHOUT THE APPROVAL OF THE. ENGINEER: MASONRY: MASONRY CONSTRUCTION AND :MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS F THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FO 'MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), S PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND. UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMC-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY W H THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRU TIO G CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS N. STRUCTURAL STEEL SHALL BE ASTMA36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES.. STRUCTURAL TUBING SHALL'',BE ASTM CD 2;-A-A500/A500M, GRADE B, Fy 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE BI. TYPE E OR S, Fy = = ? 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE ' 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED INTHE SHOP. p O_ 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TER�Kp.CE SLAB. I m ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. - BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Cn Cn Q m zw z0 CD LU C 10d RING SHANK GUN NAILS z SEE "ROOF SHEATHING ATTACHMENT" = ti TABLE FOR FIELD SPACING 1n 0 Z a , TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURP SHEATHING w ofrn o #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ U) � EQGES & 12" O.C. MAX IN FIELD. UNTFIREADED Y SHANK TO EXTEND BEYOND THICKNESS OF oSUB -FLOOR SHEATHING TYP, 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS WOOD., NON -BEARING ' WOOD WALLS TOP PLATES & STUDS CAN BE SPF: ALL WOOD FO R BEARING WALLS SOLE PLAT ES, TOP 'PL ATES, -BRACING LEDGERS BLOCKING CRIPPLERS SILL S, ETC: SHALL BE SOUTHERN.PIN - E NO 2 OR BETTER- Fb - 1100 PSI AND R MODULUS OF ELASTICITY = 1,400,000 PSI: ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL. BE RATED TO RETENTION LEVELS OF 0.25.PCF OF -A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD .FOR -STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION,LEVELS::OF 0,42 PGF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE. HOT DIPPED GALV. FORSTRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS. MORE THAN I/V OF HEARTWOOD:. MINIMUM MAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID D BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88, 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALLTRUSS/ HEADER ENGINEERING.. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR. SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFTVALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLT$ ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A 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. - REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS ` A: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):I; . B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2' FOR #5 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Reviewed forCOdB * Compliance Universal Engineering Sciences FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION. SIZE TYPE SPACING REMARKS PT FURRING MASONRY /CONG M. CASE HARDENED COIL NAIL i 1/2" LONG 8„ O/C GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST. . TO MASONRYICONC. NO WASHER FASTENER 8" O/C 1 112" EDGE DIST. SGD, AL. EXT DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK - $16" DIA. OR ix PT, SEE NOTES NAIL 1 1/2" LONG, STAGGERED INTO MASONRY/CONC. TO MASONRY/CONC. 1/2" DIA EXPANSION BOLT OIC (3!8" DIA) 4" EMBED, 4" END DIST, w/ WASHER 24" O18" C (12" DIA) 3" EDGE DIST. WINDOW BUCK 1x PT, SEE NOTE CASE HARDENED COIL 9"O/C WINDOW/DOORI FASTENED METAL STRAP TO .� /� CONTACT THIS ENGINEER FOR SPACING B. NAIL 1112"LONG STAGGERED INTO MASONRY/CONC. .MASONRY/GONG _ REQUIREMENTS EXT. SWING DOOR BUCK 2x PT, SEE NOTE 6 (2) 3/16"DIA NO WASHER "TAPCON' FASTNER 18" O/C i 1/2" EMBED 8 END: NON BEARING WOOD 12"" EXPANSION 4" EMBED.. 4"END DIST., 1 112 EDGE DIST:: WALL TO CONIC. SLAB WI WASHER BOLT 24" O/C DIST, 3" EDGE DIST 2x Pi BUCK PT TO STEELTEFL C C COL., SEE 0.138 RAF x 2 1/8' 9" 01C 4 ENO DIST 1 1/2 NOTE 6 W/ WASHER STAGGERED EDGE DIST 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 MANUFACTURERS SPECS AND./ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFI =D.HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF HE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH AWOOD DOOR 2x MEMBERS ARE SECURED W/ TAPCONS OR PAFTO THE SUBSTRATE, FRAM€.. Ix MEMBERS ARE NAILED AND 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 32 1-802-3591 www.abr-signgroup.c .nn AA 4: 0003325 0 an ARCH CT- STAlIE OF FLOR11PA AFIR 'g 1 021._ MICHAEL C. ANDERSON AR NO 17505 IPRINT E: 02/05/21 SCALLE:1/4"° 1'—O" SHEET -- 1