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HomeMy WebLinkAboutBuilding Plans7 Al b05 A Y -.d-) 0 ,a' VER ®RIVE NE, PALM BAY, FL 32907 ' c 1- (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA .DESIGN CRITERIA:__ CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUIIAING CODE, REBID 7TH EDITION (2020) -AIL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE - CONSTRUCTION TYPE -MIN. INTERIOR FINISH - VB - CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 Vasd=1EII MPH C FAX: (3 21) 7 3 3 - 7 9 7 2 -E-STORY STORY RESIDENCE _2-STORY RESIDENCE - MAX. HEIGIIT AS PER LOCAL AND STATE CODES ° STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, _LLC 2194 HWY AM 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. SQ.FT. CALC IST FLIP, LIVING 1104 SQ. FT. 2ND FLRR, LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. LANAI SQ SQ. FT. PORCH 111 SQ. FT. TOTAL 32:33 SQ. FT. A/C VOLUME 2240:3:2 CU. PT. ABBREVIATIONS REVISIONS ABV. A/C ALT. AMP. BD CL CAB. CLG. CUR CONC. CPT. C.T. D. DBL. U.G. DIA DIM DISP DP. DR. D.S. UTL DW FA. ELEV. EQ. EXH. EXT. F.G./FX. F G FIN. FLR. FLUOR.. FR. DR. FTG GA. GAR. DISP. G.F.I. GL. GYP. BD..: H.B. H.C. HDR. HGT. OR HT INSUL.. PIT. .. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE, CARPET CERAMIC TILE DRYER DOUBLE - DUAL GLAZED DIAMETER DIMENSIONS DISPOSAL DEEP - DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING - GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV, LUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. - O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG.: SHWR. SIM. Sf- SL. GL STD.. SWS TEMP. THK T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDW. '... W/H W.I. LAVATORY - LUMINOUS MEDICINE CABINET' MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRIRRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD 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 f WROUGHT IRON-- DATE ; DESCRIPTION 06128AT 2-STORY CMU CONVERSIONADJ. 12/15/11 APPLIED COMMENTS FROM M. SEAY 01115AB BID SET ISSUED 02/13/18 ADDED ELEV. 'J' 4 'K` WITH SIDING PER MARK BOWES 02120AB BID SET RE -ISSUED 04A1/I8 FOOTINGS REVISIONS PER M. BOl1JES 013/I1/18 ,[ADDED VALLEY FRAMING DETAIL, UPDATED 5OLLARD DETAIL 01/26/19 DETAIL- 'ADDING;13AR TO BOND BEAM' ADDED TO 812A 02/16A9 PLAN MAINTENANCE 03125AS REVISED LINTEL SIRE AT FRONT ENTRY DOOR 04125AJ ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON ' s 0412BA9 REVISED HVAC VOLUMES ON WT CALC SCHEDULE 04126/19 UPDATED LEDGER BOLT SIZE 4 SPACING 06A9A9 REVISED I -JOIST LAYOUT 06MA9 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MAW 50111IES 09A3A9 LEDGER"BOLT SPACING REVISED R 11/15A9 ADDED COCOA PLUMING RISER 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS OSAII20 REVISED STAIRCASE AND. STAIR SECTION DETAIL .k4 1 a, F i � i M INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN- GENERAL NOTES PG Al=FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H PG A4H-LEFT & RIGHT ELEVATIONS "H" PG E1-FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—FIRST FLOOR PLUMBING PLAN PG P2—SECOND FLOOR PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND'FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS` PG D3—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOORDOWEL 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 Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE>301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 4. N ul p 0 4 O R�I ti t Ei 0 X s3UBDIV. & LO"T- CREEKSIDE PHASE 2 _LOT #110 a ROJECT# . 4EHB "2605-HAYDB GARAGE SIATING: LEFT ]PAGE: COVER SHEET 60 MPH EXP. rq FEB 12 2021 AACHAEL C. ANDERSON AR NO 17305 ;3ATE 02/09/21 SCALE: 1/4"=1'-O" t�HEET GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FL ORIDA BUILDING CODS RESIDENTIAL (I 7th EDITION, (2020) ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE JNE FBCR7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TORE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS B THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS HAI DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.21.2 r Q 3. DO NOT SCALE DRAWINGS, THE G CONTRACTOR AND SUBCONTRACTOR- SHALE. VERIFY ALL DIMEN5tlON., 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 A TEN OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WOR THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN 1 CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ND. FABRICATION OF THE WORK. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECH IIQI OR THE FAILURE OF THE BUILDER TO CARRY OUT 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 CONTRkC1 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/EN 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. SHALL BE EQUIPPED N SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING T E DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEEl STEEL V MIN. R GID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO TH GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA E LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE: ROOMS SHALL B SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVA EN' WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL 0 B PROTECTED BY NOT LESS THAN''/z-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK TIMBER SR 1. REFER EF R TO THE SOILS REPORT FOR SPECIFIC DESIGN G REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. L WOODS AND WOOD HALL COMPLY WITH SPECIFICATIONS AND AL 00 S 00 CONSTRUCTIONS CO S ECI (CATIONS A N A SPECIFIED CODES MODIFICATIONS S 2 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: 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. TRUSS PLATE INSTITUTE: ARCHITECT: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES TPI 1-2014 C ( ) E APA - THE ENGINEERED WOOD ASSOCIATION 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS ON 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN :GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. - AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 E1, THE 3. MINIMUM NAILING 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. S 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DES. 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) 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 SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %<" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. R 10 CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM 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 19 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, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHOD4 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 H 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 R3012(2) AS MODIFIED BY FBCR IAN 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 /s3 " THICK OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER; NOT LESS THAN 2 COATS, 1/2" 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, ASTM-C1063-19a & ASTM-C1787. NOT I 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS T" FLASHING HORIZONTAL LATH AND PAPER DETAILS 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 CONSTRUCTION UNDER STAIR PROTECTION; 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE _ NOT A PART OF AB DESIGN GROUP'S I SERVICES CES 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 l 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. Reviewed for code Compliance Universal Engineering 91 Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I«] 0 0. D3 w A V A Le SUHDIV. 8e LOfy CREEKSIDE PHASE 2 LOT 110 PROJECT# j 4321.201 110R1 M0DET : 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL I' k NOTES vi `II L6OMPN PX(P I_,P ARCHrrECT STATE OF FLORIDA FEB 12 H21 I ' AICIHA L I ;. ANDERSON, s��ses�• , ., U ;., 'RTNT II j)ATE: 02/09/21 SCALE: 1 /4"=1' - O" SHEET ('244 N rl GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING" FROST LINE TERMITE _ DESIGN UNDERTLAYMENI LOAD (MPH) EFFECt8" CATAGORYr DEPTWI TEMP-1 RECAARED" NA ISO C NA NEGLICsAIBLE NA VERY HEAVY 42 NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 - FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH F8C R302.10B cd a 8 36 E, FLOOD AIR MEAN 'HAZARD a FREEZING ANUAL INDEX' NA TEMP NA 391_S11 SEE SURVEY 27-10" 101_01 101 4" 1'-4" _4 TL COVERED LANAI 111-51,10'-011 I I � I P52 -SH i I I 3RESS (2) 3052-SH SLSD. Cl --- L VE O 12 4" 21'-4111 I 0 I BEDROOM 92 e DINING LIVING — ROOM — ROOM a' s' CLG. V4, CLG. I C S 011 3 S 6'=10 3'-8 5�_811 3'-S -1'-211 i 7q- I _ IR-1SH 7 PRE-ENG TRU88 B I I POST I I I e z — - I^ DOUBLE TOP PLATE 2x OMTINOUB STRESS �r+[► 1 I 1 cr1 f I XL�I z I O ❑ BLOCKING MID WALL H BATH. ry4� V l c C.I Y SP4°32' O.G. MAX 1Il W-8, I I I I 00 Ir--- p7�7�/'t[�7�7 ]� STUDS ° IS' OL. MAX, CO r C I I I I `� 1111 l.i1P.1V 1 I I .� GUNFLOOR S � � � RLUC. ® I I c0 I I I I 8.8, CLG. Kq�j FASTNER SCI�DIULE----- ..___. BT FLOOR STUDS To ell — — . 2ND FLOOR STUDS x ' I 2868. SMPBCN MBO.C. MAX �, � ' _,4 11 5' $ n i i u I �, i ii 1 i � 2 MI 3 -4" 5 -4" 3 -S 4'-011 8'-0' 2 -8 3 0 H B. W.H. 28 8 SC = PRE-ETri FLOOR TR188 '� �--- C-- �] t N. STAIR DATA C — f.- I d) L7 Ebc�Ll_ARD A 15 RISER � 1 0' •o iREF `t i `^ 15 TREADS � 10' _ARCH --- i N � 3-SH REQ. AS COND DOUBLE TOP PLATE 2x I Zx STUDS ° li' OG. MAX• 'I PER BLDG. 2x CONTINOUS STRESS SECURE BT. PLATETO STUD W/ CODE BLOCKING MID WALL SIMPSON SP4 *32'Or_ MAX BI I I SECURE ST. PLATE TO SLAB Wi;'xa' ANCHOR BOLT Wi 2' 5' - S" 13' -0 ° WASWER'1' EMBED. MIN. ° 32' -1 HEIGHT OF GARAGE OL MAX, EPDXY NOT GARAGE III VARIES WTH SLOPE RE UIIRED FOR EXPANSION III ❑• - 8'-81 CLG. FOYER vlllc FLEX SIMPBON SP4 • �— 32' Or- MAX 0 8'-8' CLG m III 8' 8' CLG � U' •La. 4' COW' REINFORCED W/ B'XS' IIAAXIUl.4 3068 III r : ULF OR FIBERMESH ON i-MIL. VAPOR 11 W/12' -1 III RETARDER ON WE LL-COMPACTED CLEAR FILL. TE0 m= TREATMENT To BE - -1 � TRANS II Cn U 4• 1'-0' 4" 4= BORA-CARE APPLIED AT PRMTNG. -1 (2) IS REMAR ON CNAIRB I'_S• T� A2 STORY INT. WALL AT GARAGE ,❑ (2) 3052-SH 2 SCALE:1�2•=r-® 2_I 16' 0 2'-10 1 m 1'-4 g SI POCH 1 16'-0' X 1'-0" O.H. 8'-BRCLG. I a _ � Q - _ A 11 51 _ 4 11 1 _ 4 11 101._ 011 ! 3 f y;. 201_4 19'-4' - - y ... .. 3 I 11 a''. n„y''� •�', .. i, .-i �„< ,,.. Sa «.,,Y;_ 1 21'-g�� ISI-0 39' -all IV ifr1Ai.:L N GABLE ROOFS L9 8 I 1 \ A• 4, � II 10* ttL °i 4S. .S.» 4 3\ v - GAME ROOFS 1W < 0 �5 43" HIP ROOFS Rif Sl I XA ^ §£k1 Wtrt I d groe: Honk°. <i r, 4I :lam it ail tia1�E1. FIGURE R301,2(7) COMPONENT AND CLADI?[NO PRESSURE ZONES C01P01ENIR AND C LADDWQ MILD LOADS BASIC WIND EWOSLIRE FOR 3 SECOND OUFM QPE NOB SOUARE ZONE 160 IIIPH MILD NO REMARKS AND TYPE FOOTM E MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA y S.G.D. MIN. 12 5 30/-31 CRITERIA 80"10 O.H.D. 56 5 32.5/-38 160,10 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 316/-388 Ij -68.29/ IF ROOF TILE N/A 3 -582g APPLICABLu BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.'=II, EXP.=C, MEAN ROOF HT. = 15'—g" 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 DATE OVOV21 SQ.FT. CALC. S IST FLR. LIVING 1104 SQ. FT. 2ND FLR_ LIVING 1501 80. FT. TOTAL LIVINGS 2605 80. FT. GARAGE 431 SQ. FT. LANAI 80 SQ. FT. PORCH Ill SQ. FT. TOTAL 3233 SQ. FT. A/C VOLUME 224032 CU. FT. FIRST FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE- -2-5 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 4 ITS ATTIC AREA BY NOT LESS THAN 11/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %"(I5.9mm) 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 (1TH 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. -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 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 8''-8' BLOCK `_. UN.O ON PLANS 5R3. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS IS'-8' BRCS. INTERIOR LOAD BRIG. WALL U.N.O. ON PLANS ,1 4' INTERIOR NON_ LOAD BRCS. WALL I U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE UNLESS NOTED j OTHERWISE 1BReviewed 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 ul w TS�1 u; JXMDIV. 8e LOT: ;. CREEKSIDE �1 PHASE 2 C LOT 110 " ,'ROJECT# f 4321.201 110R] MODEL: G„ a 4EHB "2605—HAYDEN" `ry GARAGE SWING: LEFT 1PAGE: �I FIRST I. FLOOR PLA I 50 MPH EXP. C2 FES 12 2021 ` ICHAEL C. ANDERSON AR NO 17305 PRINT 21 09 SATE: 02 / / +SCALE: 1/4"=1'-0" 3HEET AI 4 DSL. TOP PLATE m VAR DETAIL A ALE: 1/2'=1'-0' r�'L. (ON-4-- : 1/2'=1'-®' ~� 10'-0 3/4" 2ND FIN. FLR. 8'-8" BRCs. HeT. 42' HIGH HALF WALL W/ CAP 3/4' T<G SUB FLOOR GLUED i SCREWED PER FASTENER SCHEDULE `—PRE-ENG'D \ FLOORING SYSTEM (SEE FLOOR \ FRAMING SHEET) STAIRS RISERS TO CONFORM TO FBCR iTH EDITION (2020) STAIR DATA: MIN- TREAD-10' MAX RISER-1 3/4' 16R is 1.54' 3/16' MAX VARIATION IN 15 TREADS RISERS/TREADS ADJACENT TO EACH 10'+ 1' NOSING OTHER 3/0' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4'-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 0'-0" FIN. FLR. J� (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3)08 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING D \ \ \ I 42' H. 1/2 WALL W/ -' CAP \ 3/4' KICK \ PLATE I" MAX. \ 10" NOSING: STOR. t7 3-2xl2 SYP STRINGER \ \ REINFORCED W/2X4 SPF \ W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • \ EA HORIZONTAL RUN 2 X 4 RE-INFORCING \ a EA. 2 X 12 STRINGER \ SECURE W/12d 6'-B' O.C. STAIR SECTION C 2X4 ATTACHED W/ 1@d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX. AHU QB a_ =r w z_z �m � V F- 1/2 " HANDRAIL s 36' W/ 2X4 RE-INFORCING THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" AS PER FBCR R3111.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 141'± 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 1/8". 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 STRESSES- PER SECTION 160-1.8.1 / F.B-C. 2020 HANDRAIL SECTION Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 -o W a w 0 F 0. v W C E A I LA SUBDIP. & LOT: CREEKSIDE PHASE 2 LOT jtt0 PROJECT# 4321.201 110R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. C ARCHrrECT: Affr kSTATE OF FLORIDA FEB 12 2011 IAICHAEL C. ANDERSON AR NO 17305 PRINT 2109 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET FEN 2'-4" -4" 2' 4" 12'-0" 2'115' 4'-m° I7'-4" 3052 -SN 3052 -SH () 3052-SN EGRESS G SS E RE uL 13- o I� ,I e r �I BEDROOM #S UPSTAIRS I 'T LIVING I BEDROOM #4 - 8'-8' CLG— I •1 � ti 8 I ,yal° - _ _ �poI ?3 4 VIC 4 2" 2'-®° n 4'-0" 3' 8" yoV-m" V. v BATH#3 r- n C Gi 8,-8, cLG r----T.-it ----- i I OP p. iii W'tip ---- TU5/ cA r---1R-ISN — —I, R/A <r NW M'R3b''-I W IATTIC 18'-S'.CLG. o — i �GGESS� 0 W.G. C 3-SN IR-ISN �8 BEDROOM#1 -V 2to _4 3'- 8'-8' C.LG. 141-0" Cj �8 6'-6"iz-1 2'-4" 3 _0 41-411 BATH#1 ry 8,_8, CLG. T ® BEDROOM #3 LG. _ 8'-8' C LAV. C �q e - =1 _0 u d) � v X z 1 quo LAV. Fl 3 I o �I I� 30 2- p EGRESS c0 I W.I.C. I e 6 0Nt - I 8.-e' UG.O I- v 3052-SH 3052-5 2040-SH OF ST EGRESS EGRESS TEMP I FLOOR B ILOU) -01, 2'-4" 2,-4 2f,_S1 IS'-0 3CB1.811 it SECOND FLOOR PLAN SCALE: 114 = V-0' -FRAMED WALL SEPARATION 5ETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO 5E R-30 INSULATION A50VE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE NVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWA5LE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■0���0E3■ 10■��0� ® Reviewed for Code Compliance Univemal Engineering Sciences Ew L N u q U 6 0. w F A 64 w SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #110 k PROJECTgjE 4321.201 110R1 I MODEL: 4EHBa "2605—HAYDEN" C;.ARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN , r�l fr1 30 MPH EXP. C xra= ARCHrrECT. STATE OF FLORIDA?. FEB 12 2021 MICHAEL C. ANDERSON AR NO 17303 ,� PRINT DATE: 02/09/21 t? SCALE: 1/4"=11- 0" SHEET A2 26'-5` BLDG. HCzT. S' 8' 2ND FLR. _ 4` RAISED--- 4 BAND Co' RAISED---- ,N BAND 10 _0 3/4" -- 2ND FIN. 'FLR.1'�--� F3''_5" CLG.�PGT. OPT. COACH--,,-, LIGHT 0'-0" FIN.'FLR. IS'-52ND FLR. - 5RG. i­4G-T���-- 1'-0' 10'--0 3/4 2ND FL.R. - FIN. FLR/13RG HGT_ -- F3'-8" CLG. Hal. r 0'-0" FIN. FLf:. SHINCsLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT ' BRG: WCzT. I I FYPON IVOR I I I I EQUIVALENT EQUIVALENT �1 1, I I 6' RAISED 12 _ I I BAND (TYP.) 1610" '-0 3/4 - 2ND FIN. FLR. ® ENTRY INSu F' ONT ELEVATION SCALE: 1/4 - F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R703.4 I 45 A TYP 4" RAISED 1 BAND (TYP.) L 1 8" RAISED BAND (TYP.) _ ,gym'-O" FIN. FLR. OFF RIDGE VENT _CIS'-S 2ND FLR. SRr; PGT. I I I I I I F _1E1 �r a r~ I I 12 1 1 10'-0 3/4" 2ND FL. -- ------------ - - -- r—_-y1=14 FLR./BRG +4GT. ------- --- --- I �8'-8" cL�: lr. 14}rS F7 I I A I I TYP. I I I = I I I I 0'-0" FIN. FLR. ----- - ----- - - -�- 1 -- REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH MODEL 2605-HAYDEN-4EHB (2-Story) 1 AREA OF ATTIC — 1541 SQ. FT. NET FREEVENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT. 5.14 = 739.68 SQ- IN. MIN. REQUIRED VENTILATION = .4X 739.68 IN UPPER PORTION OFATTIC = 295.872 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(netfree area) TOTAL#OFVENTSREQUIRED = 2.14 TOTAL#OFVENTSPROVIDED 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOFSOFFIT REQUIRI 42.27 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937'. PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 uli o v fi� w y i 0 rJ3 a y Ir. q fI 0 e: s Ilk �r SVHDIV. 8e LOT, CREEKSIDE PHASE 2 LOT #110 PROJECT* 4321.201 110R1 �� BdODEL: 4EHB 2605—HAYDEN ARAGE S VfMG: LEFT ';'AGE: FRONT & REAR d i' ELEVATION "H' MPH EXP. C ARCHrMCT-. STATE OF FLORIDA FER1221021 .-AcL C. ANDERS tip` AR NO 17305 PRINT DATE: 02/09/21 SCALE: 1/4"=1'-O" SHEET 2ND FLR. --5R6- HC`aT. 10'-0 3/4' 2NI-' 'Fi_R. -- FIN. "s°LR 8'-8" GLC:, H-G-r 0'-0" FIN. FLR. FRAME DOWN FOR FYFON 5KTIIXII OR EQUIVALENT 2ND FLR, BRG, HCsT. 10-0 3/4" 2ND FLR- F!N. FLRJ5R . HG-T. 8'-8" 5R - HGT. t FNTf2Y 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = P-O' TEXTURED FIN15H ]SIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 2ND FLR- SRCa. H4eT. 0 0'-0 3/4" 2ND FLR. - FIN. FLR- -ole -8EN" TRY Zr- HCaT. ' 0'-0 FIN. FLR. _io10'-0 3/4" 2ND FLR. FIN. FLR./5RG. HGT. CI-G. HGT. 0'-0" FIN. FLR Reviewed for Code Compliance Universal Engineering Sciences F W U W 0 F R v G F A SUBDIV. 8e LOT: CREEKSIDE j PHASE 2 LOT J110 'ROJECT# 4321.201 110R1 A�ODEL 4EHB "2605-HAYDEN" a GARAGE SWING: LEFT SAGE: RIGHT & LEFT ELEVATION "H" 30 MPH EXP. C Ar ARCHfTECT. STATE OF FLORIDA i FEB 12 2021 MICHAEL C. ANDERSON L AR NO 17305 PRN IT 02 09 21 DATE: SCALE: 1/4"=1' — 0" A4 H ELECTRICAL LEGEND ti SYMBOL DEFINITION NOTES ---1 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET lµ 4!) 110V OUTLET V1 OF OUTLET WIRED TO SWITCH --r0=� GFI IIOV OUTLET EQUIPED W/GRVD FAUL —+d INTERUPTER (TAMPER j RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION —GFIFI r rw OUT ET INTERR)PT£R SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT OVAPOR VP PROOF LIGHT ORECESSED CAN eVENT. FAN .,,.u.. . I CFM PER Sa FT. VENT. FAN W/L IGHT I CFM PER Sa FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT LIGHT 2-B AROUND WRAP (RECESSED) FLUORESCENT LIGHT 2-BUL15 WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL dam METER 7 O S.D. SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE f' WALL MOUNTED BATT, BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE CARBON MONOXIDE SMOKE DETECTOR GATT, BACJC-LLP W/ WARMIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE F OF NOT LESS THEN 4' .: FROM WALL 3 a PENDANT LIGHT NATURAL GAS i ✓ CUTLET u... TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A AIR CONDITIONING TO BE 210V UN. D SEES 14U ON DISCONNECT THITV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INS CTION CEILING BOX REQUIRE TO BE 911PPORTEP IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 1 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INGANDEBCENT LIGHT STRIP FLOOD LIGHT r' OPT. SECURITY KP KEYPAD P.B. PUSH-Bl1TTON FOR CHIMES USB PORT • LOCATION OF TV JACKS E PHONE OUTLETS E FANS TO BE VERIFIED . HOMEOWNER PRE -CONSTRICTION MEETING. • ALL 15 • 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF E>3C_B 1TH EDITION (2020) i NEC 210.12 201-1 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 85CTION M15013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRJPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1T44 ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lih EDITION R404.I COVERED \LANAI . ' CEILING MTD. LIGHT TO BE �p INSTALLED, VI PRO DE GFI / J—BOX FOR -- -I OPT. FAN IMF LEE] II P'R1` RED .—WI CL.G FAN I u1 ING LIVING DIN I ROOM ROOM > _ PREWI RED T CLG FAN BDR14 #Z TO 2ND FL\ SWITCH IN I R S O SWITCH `� CABINET 1 E' �� II BATH #2 i � KITCHEN — \ OUTLET I 0� _ I � ` FOR DW I i L��� L ' TOR _R�__I �- -- I GFI 43F} 6 / WH PR.I,G GFI 44° GFI s 44'/ PAN.-- vF 1 GFI ICE BOLLARp� I _ �'z GOND: AS REQ. PER BLDG. 1 CODE 1 1 FLEX 1 KEYLESS FIXTURE METER ` LLu OGDY �' GARBAGE FOYER \ III PRE WFA dD 1 111CLG h a DOOR till PREWIRE G '1 GARAGE o ❑;' - - IRRIGATION OUTLET a 40' A.F.F. �I ❑ COACH LIGHT P.B.. FOR �, CHIMES PORCH .vIRST FLOOR ELECTR 7CALE: 1/4 = 1'-0' f I 1 � I LED LIGHTING SINGLE LAV. BATH 02 ICAL PLAN OUTLET FOR VENT OR MICRO SO AMP ELEC'TRIGAL RISER NOT TO SCALE. GENERAL NOTES. - A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TIH EDITION (20201. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/TWLL1N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THM + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE WMA 3R ENCLOSURE MLO PANEL 150A/2P MC TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 r4 CU SERVICE GROUND CONNECTED TO CONC►IIII ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH 20) 5/5" DIA X S FT LONG COPPER CLAD GROUND ROD g rA wy V Aq RQ 0 E 4 V W 4 : UBDIV. & r:OT: CREEKSIDE PHASE 2 LOT WO g MOIDEL: ' 4EHB "2605—HAYDEN" . GARAGE SWING LEFT' `PAGE:; FIRST FLOOR rn ELECTRICALS PLAN 0 MPH EXP. ARCHITECT: j STATE OF FLORID y E FEB 12 202i' k 111C r EL C. ANDERSON AR NO 17305 " V k-4RINT 0� 0 21 DATE: % f SCALE: 1/4"=1'-0" SHEET`( EI 6: ELECTRICAL LEGEND 5YM50L DEFINITION NOTES -- a 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1R OF CUTLET WIRED TO SWITCH GPI 110V OUTLET EQUIPED WK=RND FAUL INTEIRJPTER (TAMPER RE8I8TANT TYPE) 220V OUTLET (4) WINE CONNECTION WP EXT. WATEIRPROOF GIRO" FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �¢ SWITCH 4-WAY OPER. 0 WALL MOUNTED ' LIGHT CEILING LIGHT © LED CLG LIGHT M O vp LED VAPOR PROOF LIGHT O 1/P VAPOR PROOF LIGHT ORECESSED CAN - eVENT. FAN I CFM PER SQ FT. VENT. FAN W/LIGHT I CR I PER $a FT. VANITYLIGHT FIXTURE URE (SPEC'S TBD BY BUILDER) 4 X2 FLUORESCENT WRAP ® LIGHT AROUND AROUND (RECESSED) ® 4 FLUORESCENT LIGHT 2-BUL5 WRAP W~ AROUND (SURFACE MINT.) 2' FLUOFESCENT *FLUORESCENT d 4' TRACK LIGHT 0 PANEL METER OSD, SMOKE DETECTOR W/ HARDWIRELLP WALL MOUNTED BATT, BACK-UP 6D. SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXID `''M �oToR COMBO BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS rl/ OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONDITIONING TO BE 210V UN.O. SEE AHU DISCONNECT ON TV TELEVISION JACK CEILING BOX REQUIRED JO J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING REQUIRED TO DE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARRKED AS SUCH FOR INSPECTION nnn•4 24' INCANDESCENT LIGHT STRIP �n 36' INCANDESCENT LIGHT STRIP nnnnnnnn a 48'INCANDE8CEN7 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES @--� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER FRE-CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) 4 NEC 210.12 20171 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI s ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS or SECTION M15013 FBCR 9TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COrlPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL AMP$ S14AW, BE SELECTED BY BUILDER AND -15% OF LIGHTING PgUbT BE ENER T EFFICIENT TYPE PER F.B.C. ENERGY COINBERVATION CREBIDENTIAL ENERGY EFFICIENCY) 2020.'1th EDITION R404J C' BEDROOM #5 P E-WIRED CLG FAN O SD. I i WALL MOUNTEDI LIGHT W/SWITCH IN ATTIC- y BATH #1 � f Q PRE -WIRED J CLG FAN t L.\I BEDROOM #1 BEDROOM #3 PRE -WIRED CLG FAN I C [-] -- 0 O , -- - -- SECOND FLOOR ELECTRICAL PLAN SCALE: I/4' = I'-o' ----------\ L LED LIGHTING DOUBLE LAV. BATH "3 F W U W rl ry q a r; �v W oil �j UBDIV. 8e LOT. ;, CREEKSIDE PHASE 2 LOT #110 PROJECT# 4321.201 110R1 r MODEL: 4EHB "2605-HAYDEN" GARAGE SATING. Ej �1 LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 30 MPH EXP. C ARCHrrECT. STATE OF FLORIDA - FEB 12 2021 i AIHAEL CDROCAO PRINT DATE: 02 09 21 SCALE: 1/4"=1'-0" SKEET E2 W.G. F'�- - - REF O III III III III III III i II, FIRST FLOOR PLUMBING PLAN SGALE: 1/4 = V-0' a A.A.' LAv 3' wG (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W G O Fn R F q ti `a. 3USDIV. q CREEKPHASLOT PROJECT# 4321.201 MODEL: 4EH"2605—HAYDEN GARAGE SWING: LEFT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. C 00 ARCH r TE OF FLORIDAEB 1 2 2021 MIICHAEL C. ANDERSON AR NO 17305 PRINT 02 09 21 DATE - SCALE: 1/4"=1' - 0" 3EMET i 0 -.U.- C 0 sk o_,M 7E LAv.JaL n N LAv. I 1A, SI-IWR W/IENCL I i rT o T SECOND FLOOR PLUMBING PLAN SCALE: 1/4 a I'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 � N W ulkq O h 4 V w 4fT '.w.. 33 a z , FCR DIV. LOT EEKSIDEHASE 2 T #110 G PROJECT# 4321.201/110R1 aODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLUMBING PLAN 60 MPHa 5�< AHCH I-ECT- STATE OF FLORIDA y4y: i. 1 it FEB 1 2 2021 ki MICHAEL C. ANDEFi' '�H a" F 17305 . P3EU T -ATE: 02 09 21 SCALE: 1 /4"=1' — 0" ■ I o� -- ED°❑ L I I I LANAI 0 El El F1 !El I 12 LIVING I DINING I BED ROOM 2 ROOM ROOM Ci 10X6 120 CFM + 10X6 120 CFM 4' 1 I II' I i 6 I — — '- 12X8 - PASS I0X6 THRU I0X6 T 120 CF1'� C O 50 120 GFM - - - - - -- O fGFM aX4 - - ----� I,, 10X6 BATH #2 - KITCHEN Z4 12 , i I STOR. -- n _- -_ - 10x6 -, 4' 45 GFT1 16 4' J. I0x6 f8X4 ` 120 CFM 45 CFM 6' It GARAGE 12x1l 10 FLEX C PA SS THRU FOYER f I II II i 1 I _ PORCH ---- - - - - - a �o n--- - �n HVAC PLAN SCALE: 1/4 = P-0' R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WE) - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering 'ED Sciences U W a ti 64 wool 3UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT gt10 ' °ROJECT# 4321.201 110R1 r'26GAGE EL: 4EHB 05-HAYDEN" SWING: LEFT y?AGE: HVAC PLAN { ti .11 PH EXP. C per. 02/09/21 ,SCALE: 1 /4"=1' - 0" SHEET M i UPSTAIRS LIVING 10X6 ' 10X6 120 CFM 120 CFM 12X8 6, PASS 8X4 14' THRU 5 CFM LAUN. f10X6 120 CFM I BDRM. #1 � u 1 10x6 15CFii 12X8. � PASSTHU \B H #3 5m CFM /4S, c4Frl BATH 3 -- (r A- T0x4 4�1145 -- LC I 45 C CFR4-Y• 150 10xIL 6 I J CFM��� I -15 CFM 5' �� A 10x6 45 CFM 4' V\ 15 GFl"I l5 CFM L. 7 it BATH #1 � BDRM. #3 �.31 ax4 45 cFM o 16 12' 16 W.I,C I----- - - —g — — — — — — — — - HVAC PLAN SCALE: 1/4 = I'-0' R—VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CM - 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 V) w 0 cap E 3UBDIV. & LOT °,'., CREEKSIDE PHASE 2 LOT �110rd PROJECT# 4321.201 110R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING LEFT r PAGE: HVAC �U PLAN 160 MPH FYPI C9 FEB 12 2021 PRINT DATE: 02/09/21 SCALE: 1 /4"=1' - 0" SHEET M 2 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT- — PLATE TO SLAB W/ 106 MASONRY NAIL is 32' O.C. MAX FIN. FLR. 2X4 TOP PLATE JSS 2X4 WOOD STUDS 624' O.C. SLAE NOTE: STUDS IN - PARTITIONS SUPPORTING WALL HUNG PLUMSING 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.G. TYP. INT. WALL (NON--BRG. SCALE: 3/4' = I' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 5/8' GYPSUM 5t OR 1/2' HiGH STRENGTH CLG- BOARD 1/2" 3 5/5' OR 5 3/8' DRYLLI 1LL TOP CHANNEL (25 GA.) 3 5/8" is 5 METAL_ :�run5 24' O.C. 1/2' DRYWALL 20 GA METAL TO BE INSTAL LEED iN WALLS 3 5/8' OR RECEIV!Nr UPPER/ 5 3/8, LOWER: CABINETS BOTTOM AND TUBISHOWER 25 CHANNEL GA. MEi'AL. TO BE (25 GA-) INSTALL,F'D IN ALL SECURED OTHER :WALLS. STUDS TO GONG TO 5E S�*ACED 16' FLOOR W/ O.C. AT )N[- FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ 5ATHRC01 WALLS W/ 1/4' WOOD TILE FINIS; SCREW WOOD BA46EBOARD PRE-ENG TRUSS v \_SEE ENERGY CODE FofZ-it3 INSULATION R-VALUES MTLDRIP EDGE REFERENCE STRUCTURAL, 2x FASCIA PER �_ I _m, PER ELEVATION ONS 2x FASCIA PER - ELEV TY=✓_ o- - VENTED SOFFIT R-4.1 INSULATION------''J N, WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING------- STRIPS a 2.4' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU--- ----- - CEMENT PLASTER APPLIED I/2' GYP. WL. BD. ----- DIRECTLY t0 MASONRY WOOD BASF ----- 1-STORY \. FINISH FLOOR TYP. INT. WALL METAL STUDS ) (NON—BRG. ) SCALE: 1/2' = I' -0' BOND BEAM SOLID GROUT W/ C I )- "5 (2) COURSE 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 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-ID" FIN. FLR__ — �' 0'-0' FIN. FLR 5" DIA. SLEEVE, DO NOT CUT 2A�PIPE THROUGH BOND BEAM D 1 / SCALE: 3/4" = i'-O" n W/ WINDOW OPENING �- 'TYP. WALL SECTION B -- NO �� OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1- S TO R) HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT D1 scti: SYSTEM fS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE f I, ASTM D 4869 TYPE IV, OR ASTM D FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5N1. 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 CNJLK APO SEAL GAS LINE NOT GUT I � PYC SLEEVE FOR GAS LINE 50ND e' CMU 4M - i� IR' GYP. WL. W. BARS UO°D °A8E 2B GAS LINE THRU BLOCK D1 SCALE. Vt'•I'_®' i-2X4 SPF 24' O.G. MAX.—� SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— I--STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS 9" AX PRE-ENG WD. TRUSS ). ft 4� r, ti __ kPER ELEVATION 1/2' THICK, 2 COAT--I--- PORTLAND CEMENT PLASTER APPLIED , DIRECTLY TO MASONRY 0'-0" FIN. FLR CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR_X/ INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL " TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL IEQ VERTICAL 117AC K BY MAUF. I' MRd FASTENED TO SLIDE TRAM BRACKETS ROOM W/ PRODUCT APPROVAL REQ. a, CMU SEE STRUCTURAL FOR REINFORCEMENT US P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: i i/2"=i'-O" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI- SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 5 2x FASCIA PER Ax. 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 S' CMU 0'-0' FIN. FLR. a- L.mu n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING /�A�1 — ;Tn-pv i" ART F' RT r)r'u UrAT T R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS o 24' O.G. 1/2' GYP. WL. BD. WOOD BASE SCALE: 3/4' = I' -0' Reviewed for Code Compliance Universal Engineering 1P Sciences Note: WALL FENESTRATION FLASHING PER FBCR -703A - 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 -111. All exterior fenestration products shall be sealed at the juncture with the building wall With a sealant complying with AAMA 500 or ASTM C320 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type Of sealant. Flufd-applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 R2 rA 0 F G 01 W Q F. q ti 1_3UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #110 PROJECT* 4321.201 110R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT 3PAGE: DETAILS 60 MPH EXP. C 00 ARCHrrECT: STATE OF FLORIDA FEB 12 2021 W>IIAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 09 21 SCALE: 1/4"=1' — 0" SKEET FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.1.1. AS PER FBCR 905.1.1. ROOF SHEATHING / ROOF SHEATHING: THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE t PER PE-ENG WD. TRUSS R PRE-ENG WD. TRUSS 24' O.G. MAX. ELEVATION 24' O.G. MAX. LEVATION DRIP EDGE METAL DRIP EDGE 15ATT INSULATION F' BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS - CALCS FOR VALUES 2x FASCIA PER - CALCS FOR VALUES VENTED o.H. 5/8' GYPSUM BOARD ELEVATIONS oH. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYi=. OR 1/2' HIGH STRENGTH CLG- BOARD VENTED CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL R-4.1 INSUL. REFERENCE STRUCTURAL R-4.1 INSUL. Q w O fY Q p > w WINDOW ATTACHMENT A w AS PER MANUFACTURES lfl SPECIFICATIONS IL —REFERENCE STRUCTURAL , t : G SU BELLED GL. GLUED AND NAILED � z 3/4 r 8 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT Ik GLUED AND NAILED 1/2' THICK, 2 COAT N z SCHEDULE PORTLAND CEMENT 11 Q I1 > AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED _ DIRECTLY TO u DIRECTLY TO III MASONRY MASONRYLu m R ER IX2 FIRE -STOP LEVATION 1X2 FIRE -SLOP LEVATION SEE STRUCTURAL SEE STRUCTURAL LEVATION ER *LEVA N I 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD iiPER ELEVATION IX2 FIRE -STOP IX2 FIRE-STOP—ZI 7 R-4.1 INSUL. R-4.1 INSUL. o 0 > - > I LI ly 1.11 ILL IL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT _ 1/2' THICK, 2 COAT - PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS ® 24' O.G. DIRECTLY TO - STRIPS 24' O-C. MASONRY 8' CMU MASONRY 8' CMU 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE 1X2 FIRE -STOP 1X2 FIRE -STOP CsRApB ' ►.1NE 1A W WINDOW OPENING 2—ST SECO E �I� Nip Reviewed for Code Compliance Universal Engineering Sciences n WITHOUT WINDOW OPENING 11J ORY FIRST FLOOR BLOCK ND FLOOR BLOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J W w a r Q4 a 0. v w q E SUBDIV. 8a LOT: CREEKSIDE Af PHASE 2 LOT 110 PROJECT* 4321.201 110R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS L6OPH HE JC ARCHfTECT: STATE OF FLORIDA FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE• 02 09 21 SCALE: 1/4"=1' — 0" :91MET 1)2 SCALE: 3/4' =1'-O' lx4 P.T. OR 5/4'X4' MIN. SECURE T14RU FRAME t EXTEND 1-1/4' INTO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END t 10' O.G. MAX SPACING 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 < NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS 4' MIN. EMBEDMENT 2' X 2' X 1/5' WASHER t NUT ECURE 2x4 ON FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER t NUT. (1) WITHIN S' OF TOP, (1) WITHIN W OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (-I:)BUCK ATTACHMENT 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER POOR CASING DOOR JAMB OR WINDOW 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" WINDOW 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 1/41) WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 2)(6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END t 10' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. a 8'CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING 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 1/2" WINDOW TO BLOCK +1 1/2" 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 t IV O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END t 18' O.C. MAX SPACING. 2X8: rXM SECURE TO BLOCK. W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t 18' O.C:. MAX SPACING.------- B' CMU 1/2' DRYWALL I'X4' P.T. NAILER n 1/16' OS,B. X 4' MIN. •TI DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM .AS NEEDED TC, PLUMB JAMB (DO NOT EXCEED DOOR JAMB TO BLOCK +1 15/16" (-,-,,WINDOW '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 1/4') WITHIN S' OF EACH END t 18' OC, MAX SPACING. 2X6: CF8 SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END t 18' O.C. MAX SPACING, 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END t 18' O.G., MAX SPACING. ---------- NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' 3M5EDMENTINTO BLOCK 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) MOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t IV O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30PJ MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END t IS' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3" %1WTNTTOW TO RT.00K +4" 2x4: CEO SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/43) WITHIN S' OF EACH END t 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 1/41) WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK I N1 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END t 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN NOTE: SHIM AS NEEDED TO PLUMB UFAGTURES DETAILS. JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3" JWT�N�[11P TO RT n('K +7" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN - HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 18' O.C- MAX SPACING. 2X6: cm SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t 18' Or— MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. S' CMu ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. i DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2x4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN - SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/O) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2X8: C3= SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END t IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�II 8' CMU I/2' DRYWALL I'X4' P.T. NAILER I' P.T. X 4' MIN. 0 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" �NDOW TO BLOCK +3 3/4" • DOOR FRAMING CMU }' DRYWALL IX FURRING RIP 2XIO TO 8-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS K Kre. EDReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, rLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W W W o 0. 1 U h 4 F�. R h ti SiIBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT J110 PROJECT# 4321.201 110R1 MODEL 4EHB "2605—HAYDEN" GARAGE SVfM is LEFT ]PAGE: DETAILS L60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 1 2 2021 MICHAEL C. ANDERSON AR NO 17305 02 09 DATE: �21 SCALE: 1/4"=1'-0" SIMET �3 ■ OI. FOLD INWARD • PT. A OI. FOLD INWARD . FT. A :. CREASE • Pr. B 3. OWASE • PT. G ® ®FOLD • IT SHINGLE ROOFING) DRIP EDGE= OVERLAP 3', EMEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' Or— MAX. OI. FOLD INWARD . PT. A 2. CREAK: m Pr. M FOI OI. FOLD INUAARD • FT. A 7. CREASE a Pr. B 3. CREASE . PT. C 4, FOLD Wt. C OVER PT. B TILL PT. CTOUCHES BOTTOM FLANGE a \At BOTTOM FLANGE _ UWTER TIGHT BEAL. FOLD, f3¢ hQ1. C7.1T. J' THICK(, 3 COAT CEMENT PLASTER (FRAME), IA' 7 COAT / CEMENT I'LASTER(CMU) �WRS LAYER 7, FORTIFII3ER 191,1I1-DNO PAPER (FRAME ONLY) U1RB LAYER "I, �STUGCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP wRe AK�OX I X' ABOVE SHINGLES tFRM1E ONLY) FRAI"E OR C rU EXTERIOR IXX]FAl1AI I 11rcCCn �ALuDETAIL) Sx8 WALL FLASHING KIOC-OUT FLASHING(SEE FASCIA WRAP 4r KIC KO UT DETAIL WATER TIGHT REAL (BEND OR SOLDER DO NOT CUT) s T 77 77 5 N.T.S. WOOD SHEATHING OR CMU WRB LATER *11, STUCCO WRAP (FRAME ONLY) 8° THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 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 FLASHING 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com L AA #: 0003325 Ho W G W 0 F U W w F q E4 "4 SUBDIV. & LOT: CREEKSIDE a 1� PHASE 2 LOT 110 91 Reviewed for Code PROJECT#i Cmpliance Universal Engineering 4321. 201 110 R1 Sciences MODEL: L E G E ]LE)4EHB "2605-HAYDEj GARAGE SWING: { DRAINAGrz FLAME- (LR5 LEFT LATER #1/ STUCCO WRAF) r RAGE: U R5 LAT ER *2 (FO1RTIFI5ER — — — — o _ WALL ASSEMBLY BUILDING 1=fi�ER) DETAILS `I 1"1ET)4L LATH x x x x 160 MPH EXP. C STUCCO - __ [41A rECT' h FLORIDA ujOOD Oil 1/1roII ZIR WALL 51"-1E)4THING 5ELF-ADHE51YE FLASHING — —2 furl NOTE:1"IETAL L/�T1-I. L/�T1-I TO B �='R SECTION -4M R- 03_-1.1 / 7457-1 C-84-1-14a/ 11IN. 2.5 LB5. PRINT "N'Za PER SCE. '�ARD (UTILIT'� OR NOl" 11N,4L DATE: � /09/21 It SCALE; 1 4 -1 -0 LATH DOES NOT 1'IEET SFECIFIC,4TIONS) SHEET AI 1110 1_IMI►K DRAINAGE PLANE (UJRS LATER 1*1, STUCCO WRAP) UUR5 LATER #2 (FORTIF15ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO _ TI WOOD OR -1/16" ZIP WALL - - 1 SHEATHING SEL1=-A1DHE6IVE 1=LASHING NOTE: METAL LATH: LATH TO F;�E PER SECTION R103.11 / ASTt I C-547-14a, MIN. 2.5 L55. PER 5a. YARD (UTILIT`I' OR NOMINAL LATH DOES NOT MEET 5PECIFIGATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT w TOP 4 SIDES 6B DRYER VENT (BLOCK) 5UILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) 5UILDING PAPER UNDER 'QUICK FLASH' n VENT PENETRATION 11 SCALE: N.T.S. ELEC. tlE: Ej VERIFY L11 HIGH l C/ M=L =1 Y= STLIGGO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I6OCYANOTE-POLY5LEND FOAM �R SIMILAR) APPLY A SILICON 5ASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT ` ELECTRICAL CONDUIT {. PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP '*1 ST F #3 O• O o ,. O• Y o ,. O, •0 .,• ,. ., IN WOOD CONSTRUCTION W CMU WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 1/5' TEXTURED FINISH s WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a 1' O.G. MAX Ye' TO V MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _ MASONRY BEFORE APPLYING TEXTURED 74� FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER +M 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP S7EP "5 OELECTRICAL STEP "2 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F #� RECEPTACLE 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 111111 [GA BDIV. 8e LOT: REEKSIDE PHASE 2 LOT 110 OJECT* 321.201 110R1 DEL: 4EHB 605—HAYDEN"RAGE SWING:LEFTGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 212 09 DATE: 0/ / SCALE: 1/4"=V-0" SHEET L E G II A N DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LATER #2 (FORTIF-15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR '1/16" ZIP WALL 5HEATHING SELF-ADHESIVE FLA5HING 2 1/21 x x x x 77 ��- CORNER BEAD (FASTENER 4 SPACING I" O.G.) N cMu 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B1 ,ORNER BEAD Q�) BLOCK Reviewed for Code Compliance Ea Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 h W 6 U h V h oSUBDIV. & LOT: CREEKSIDE PHASE 2 LOT J110 PROJECT# 4321.201 110R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS. 60 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA f E 6 12 2021 MICHAEL C. ANDERSON AR NO 17305 JMLJN-a- 020921 DATE• / / SCALE: 1/4"=1'-0" SHEET L i ----------- 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL STICK MuEP"NL. FASCIA WRAP I N 1 DRIP EDGE I 118" TEXTURED I , FINISH a WOOD 2?ESUB BAND _ 1/2" TEXTURED i tl FINISH a CMU �\ METAL FASCIA t WRAP Y8° FROM FLAN STUCCO, 11, FROM i -------------- WOOD WALL � - \`� e EXTERIOR WALL (FRAME OR CMU) NOTE. NOTCH FOR 2X(o SUB BAND ONLY -- ROOF KICK OUT REMOVED �\ 11 FOR CLARITY �,__-ROOF DECK (BEYOND) I— \�� DRIP EDGE, 1" OFF WALL --rNOT --------------------------_�. . INTO STUCCO) �-1/8" TEXTURED FINISH rWOOD, 1/2" TEXTURED FINISH e CMU �, __._.2x& SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK ( )ELEVATiON METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" (:OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH a GMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFISER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE GUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' _ 0" SCABBED TO TRUSS W/126 NAILS 6'-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W /KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAHx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 'S ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 1B Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. ;/4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 6 ROOF EDGE OMITTF--D FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w a Eel 17, 11 Ell 9UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #110 PROJECT# 4321.201 110R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL 1ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA EB 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2109 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET A(3 I ' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 39 B" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 27-10" 10'-0" 1'-10" 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 4" 74" 4" 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN I TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER ------ U SERVICES. ---- --- -- FM-12X18 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. 0 0 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. °o I cm cp r I 00 co 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE g 4" CONC. � H 7 `o WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS 3 ( LL SLAB LU LL LL I AND WITH THE MANUFACTURES SPECIFICATIONS. 1:1 N O w 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. r E LL 11.10INDICATES #5 BAR, OINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL `'' REINFORCING BAR IN CELLS FILLED WITH GROUT ENDS OF REINF. BARS SHALL BE '- - -- u' E 7 0 C' HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 — FM-16x18 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 4 1 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 21 30", #6 =36' ), AND REINFORCING SHALL BE CONTINUOUS 15 4' 11'-8" 10'-0" 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL - - - REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. i 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: h Io xcol o A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION ° 0 ° C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS I� LL TOP OF SLAB o � LL 15. STRUCTURAL DESIGN IS IN ACCORDANCE TM 2/60 - S 40 2 16, BUILDING CODE Co REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION N I w SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000PSI, TYPE "M" OR"S" iv U MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. N I I w 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 10''' 7-5" 20'-5" 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.', 1-- — - - - LL Ua INSPECTOR NOTE: -1 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING I *(�W-1 2x12 J— I CODE, RESIDENTIAL, 7th EDITION op 11 B Z J u �1 ZD 1.1 1.1 F-2&x24 A 0D oLo Ir ii 110 Sl co -1 CWC-12x12 0LL ii D Co co _ g CV �� y �`- � O _, CO QIICA mil u- LL YU oo SLAB SCHEDULE '��-, 3,_6„ i'�4, N VC.--..—N lJP TO 2ND FLOOR n , I L)11 I O =o cv SLAB THICKNESS REINF. REMARKS - I' �' .��� _. CH SE (' (FIELD VERIFY 8 I j �w CL co 6x6 W1.4XW1.4OVER r;1�0„ EXACT LOCATION) r 1 Lo o GENERAL 3 1/2" 6MIL VAPOR COMPACTED FILL-- JL -1a1 ,BARRIER r> a 9'-4" 2'-8 9'-01, I 9,_3„ d 9,_5,, X a . — --- --- — N co p I1 TOP OF I a I I°J 1.1 SLAB O , Ici 3r. (o #3 TRANSFER STEEL U T @ 24" O.C. MAX e 2 � III'. CV. 0' 0" FIN. ELEV. Ix I I FIN. CONC. SLAB ao (� I� I I 11 4 ILL LLI `o FM-16x18 J 4 4 co — FOOTING SCHEDULE PROVIDE CORNER 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 18" - (2) #5's - (+)0'-0" FM-16x18 16" CONTINUOUS 18" (2) #5's - (+)0"-0" FM-20x18 20" CONTINUOUS 18" - (2) #5's - (+)0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's - VARIES CW-12x12 1 12" SEE PLAN 12" - (2) #5's - (+)0"-0" CWC-12x12 12' SEE PLAN 12" (2) #5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #5'S - (+)0"_0" TE-1 V, SEE PLAN 8" 1 (1) #5's (-)0„_4„ �I n .I 2 10„ 1 1 16' 0" 1.1 2 1' 03, 5'13'-11" 9 8Co A 00 — -- FM-- O16x18 `° . N oILL � b i` ❑ o _FM-12x18 J[ r N ,1 _ C N _ _.—___.__—_._——______. C NOTE: WELDED WIRE MESH & SECURE VERTICAL REBAR NOT STRAP TO A/C SIMPS❑N WE 20' 4' '-4" 5'-4" 4" 10'-0" 4" A SHOWN FOR CLARITY CONC. W/ UNIT ROLL STRAP OR 21 „ 18' 0„ Z2)-3/16'X2' EQUAL 2 EACH _I TAP -CONS CORNER OF 39'-8" #3 TRANSFER STEEL @ 24" O.C. MAX ON 1 1/2" UNIT - ` CHAIRS @ FOUNDATION SLAB & WIRE TIED TO CONTINUOUS FOOTER STEEL C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL TOPOFSLAB A/C CON NffTION TO PAD DETAIL a - SUPPORT #3 W/1 112" CHAIRS o a Reviewed for Code .l 0 V NDAT lian ION PLAN Com oe SCALE: 1 /4" = 1'-0" P s Universal Engineering Sciences A TRANSFER STEEL INSTALLATION. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 n Tw NQ 0 w a i CREEKSIDE PHASE 2 LOT "o PROJECT# 4321.201 110R1 T.";ODEL: 4EHB "2605- HAYDEN" GARAGE SWING: LEFT IAGE: FOUNDATION PLAN "(60 MPH EXP. ARCHFFECT STATE OF FLORIDA, FEB-1 2 2011 MICHAEL C. ANDERSON AR NO 17305 RINT BATE: 02 09 21 ICALE: 1/4"=1'—O" SHEET SI Z ¢a I] } <C ~ CO w 0 J m tail O io 0 cr) EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SEE SLAB SCHEDULE 4 4" CHAMFER (1-STORY) a 6" CHAMFER (2-STORY) • • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE. 3/4"=V-0" BOLLARD LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS 4 O/C BTM LAP TO OCCUR OVER STUD Ct 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 Ar BAR SIZE 48 BAR DIA. #3 18" #4 - 24" #5 30" #6 36' #7 42" 2" CAPPED GALVANIZED PIPE W/FLANGE C@ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 114" TAPCONS SCALE: 3/4"=V-0" �- VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB WS A MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. rSEE SLAB SCHEDULE 30" MIN. EACH WAY MONOLITHIC FOOTING 2E STEEL REINFORCING IN GROUTED -- — �C a CELL SEE PLAN FOR SIZE AND ° c Ci } SPACING REQUIREMENTS o III - m Ir m U III W ¢ FM fr_ fA O = 8" CMU WALL I " CORNER BARS, SAME SIZE AS LARGER BAR Z IN FOUNDATION: WITH 30" LEG EACH M f° _ +• 0'-0" I `g WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB I °I SO THAT THE STEEL REINF. IS CONTINUOUS ° " MATCH AMOUNT OF CONTINUOUS BARS VARIES LL I{ y SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC EXT. POR(I i S AAB 4" CHAMFER;{1-STORY} FOOTING REINFORCEMENT SEE SCHEDULE W/ 112 ISOI.Al ION a 6" CHAMFER'(2-STORY) JOINT (WHG RI • ° ! • SEE SCHEDULE APPLICABLE) Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO (V T 2 E� TERIOR MONO -FOOTING MONOLITHIC FOUNDATION GAI�'AGE SCALE:3/4"=V-0" 3 CORNER BARS DETAIL SCALE: 3/4'=V-0 w' NEW REINF. BAR SECURED W/2-PART III I EPDXY. MIN. EMBED Q 8" LINO p FOLLOW ALL MANF.. m I SPECIFICATIONS FOR °Z USE AND 4 m PREPARATION OF m 4" 4„ HOLE. m', 0 0 rr p• QO Qe F6CHA R (1-STORY) R (2-STORY) ADDING BAR TO Ir MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY G-.)[NT�ERIOR FOUNDATION WOOD WALL CALE: 3/4"=V-0" (NO UPLIFT) 1 POURED LINTEL CONT. (TYP.) 'o,; 8" CMU FILLED CELL (TYP.) .( 2X WALL FRAMING 11 .,. 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION 3/4"=V-0" 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 SCALE: 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 UPLIFT IS PRESENT. rSEE SLAB SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS mw 00 U m0 Z 8" CMU WALL + 00" Cl) TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE Z w n EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) • — JOINT (WHERE APPLICABLE) Z MATCH STEEL g REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING > a CO Od 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE ' aiufLu� Reviewed for Cade Compliance Universal Engineering Sciences FOR NRY SET =V: BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 1 36" #7 1 42" i 1 =_ xR. _ Qw off ti 0 w n: SUHDIV. 8e LOT. CREEKSIDE k PHASE 2 _ LOT #110 PROJECT# 4321.201 110R1 r, MODEL: 4EHB "2605-HAYDEN'I GARAGE SWING: N r'. I LEFT L, 71% J Ij I` k7 DETAILS 160 MPH EXP. C ARCHITECTS STATE OF FLORIDA rY3 ,I �I FEB'1 ICHAEL C. ANDERS I' AR NO 17305 PRINT 4,3 DATE: 02/09/21 SCALE: 1/4"=V-0" SHEET St. ILA - M Reviewed for Code Compliance Universal Engineering 1B Sciences O �AUBMV. & LOT- CREEKSIDE PHASE 2 LOT 010 PROJECT# 4321.201/11OR1 MODELA 4EHB "2605-HAYDEI�2' GA RAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN ARCHTECT: STATE OF FLOPJLn,i rFEBI 12 2021 E ANDE SON ARLN2617,op PRINT DATE': 02/09/21 :0 C / — 1 :: , 01, SCAMM 1/4"-=l'- -TEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAf!,i1 VARIES PER ELE\ n J.. a N 0 j d is J 4 p CLEAN OUT REQUIRED C:' FOR INSPECTION OQ0 rr O 0 M 0'-0" FIN. FLR. d 9 TIE ERTICAL REBAR TO HORIZONTAL a a REBAR W/ 10" HOOK Z LU _� O U BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL RIEINFORCING SCALE: 3/4"=V-0" W W 20 > :1 NEW REINF. BAR a SECURED W/ 2- PART 0- 0- I EPDXY. MIN. EMBED 6" U NO _ FOLLOW ALL MANE. ¢ C SPECIFICATIONS FOR _ Cr USE AND m PREPARATION OF w HOLE. v o °o � Q 4 aJ j a 4 STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" Z N I TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM r a a e a` I co 00 co I�co L= O ° as OFFS T METHOD HO IZONTAL/VERTICAL REINFORCING S ALE:3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 1 42" J W L- m p 0 N m .1. VARIES PER ELEV. #5 BARS a0 01. ZIO CIO �• 0 NIK CMU UNIT DIMENSIONS Q �o ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences rc I 4 4 r O 0. 14 r �a r, f TROJECT# 4321.201/110R1 MODEL: 4EHB I "2605-HAYDEN" GARAGE SWING: LEFT -:`xAGE: DETAILS (16.0 MPH HE ARCHfECT. STATE OF FLORIDA (E,B 12 2021 AICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 09 21 SCALE: 1/411=1'-0" gHEET S1. 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAII 6 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 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 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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE: HEADER SCHEDULE - MARK SIZE & REMARK DESCRIPTION O 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP', OF ARCH i T.O.S = TOP OF SIXB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE WkH' REINFORCEMENT STIRRUPS --�� ! -- REMARKS SIZE SPACING BTM. TOP MID BB1 MASONRY 3000 8x16 — (1) #5 1 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1)#5 1 — N/A — _ GROUTED SOLID SEE SHEET S2.2A FOR ,4 LOAD TABLES 8F32-1 T/1 M/0B 11 UNO, PROVIDE BB1 WHERE TRUSSES BEAR TOP OF WALL EL. 10'-0" 8F16/1T/1M/0B L1 f 1 M 1 1 %% BB2 @ 8'-8" �� 1 1 ♦ 3- SIDES I to 1� ♦GTE ♦ I of �I 1� 1 1 U 1 (.01 U- 1 ao 1 aD 1 8F32-1T/1M/0B 8F40-1T/1M/0B 2 TOP OF WOOD WALL I EL. 8'-8" *8RF26-1T 1M B _ 81-32-11/1M/ub GT ♦ 1 ♦♦♦ fn 1 ♦♦ F1 ♦ �1 8F42(MIN)-1T/1M/1B ♦♦ LJ B.O.L. @ 7-0" ABV. 8F16 1" 1 FINISHED GARAGE SLAB iT/OM/OB 1 8F16/1T/0M/0B 8F16/1T/0M/0B FIRST FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" 0 LO Reviewed for Code Compliance Universal Engineedng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 G°7 9 9 a I I 10 10 11111 9�1-117 :x 1 ,.., ral w v 0 F 0. U w 4 A _La. SVHDIV. 8e LOT: { CREEKSIDE PHASE 2 LOT #110 PROJECT* 4321.201 110R1 j MODEL: 4EHB "2605-HAYDEN" ,GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 4.00 MPH EXP. i ARCHITECT: STATE' OF FLORIDA W 4, FEB 12 2021" 4C:HAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 09 21 SCALE: 1 /4"=1' — 0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10 HOOK i 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM / SCALE: 3/4"=1 -0" - SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN o 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 (D__�AT CORNER. STEP SCALE: 3/4"=1'-0 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM1 #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL (�\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c \\� PLACE STEEL HEIGHT. �O REINFORCING (L2) 4 THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM 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" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOMBOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. � � g � N\r\ Q S. UNO COMPOSITE MASONRY BEAM IS{TO BE NOT LESS THAN 16" DEEP. *{ 2194 H WY A1A, SUITE 301 P65' F��� 8x16 DBL. BOND TOP OF INDIAN HARBOUR BEACH, e�� BEAM W/ (1) #S BARJ�jEACH COURSE BOND BEAM PFL3RIDA 32 591 • /\Q G 8x8 BOND BEAM, TOP OF www,abdesigngroup.com • �Q��\N W/ (1) #5 BAR BONDBEAM AA #: 0003325 F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM 4TOP S1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM'COURSE SEE NOTE 5 8x8 PRE CAST CONCRETE 16.1 T/1 /O P�5 FOP NOMINAL-- �� ' Y' B LINTEL W/ (1) #5 BAR (L2) �+ ;91 HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 4i OPENING-2" (� /� IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n BEAM DESIGNATION THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER. IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1T/1 M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL PE TYPICAL MASONRY WINDOW SILL CONSTRUCTION T SCALE: 1 1/2"=l'-O" SINGLE #5 CORNER — BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM 'I `-STEEL REINF. OF T�IJJ` BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM I SCALE: 3/4"=1 de Sa WOOD SECTION FASTENERSPACING de =2" M IN, 2. 4" MAX sa=2j"MIN,:9"MAX (2) 2A S, =1 7"' MIN, 2 7' MAX ad = a" M IN, 2 z" MAX de =2" MIN, 2 4" MAX sa = 2 4" MIN, 9" MAX (2) 2x6 sr =1 Z" MIN, 2 Z" MAX* ad = 4" MIN, 2 z" MAX de =2 MIN 2 t' MAX sa=2a MIN, 9"MAX (2) 2x8 s,.=1. z MIN, 2 J." MAX" ed=t MIN, 2j"MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 a" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ad = EDGE DISTANCE *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS DOUBLE STUD W/ 1 Od NAIL ATTACHMENT SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering ED Sciences W oil Chi W IS O 0. Q F A E4 h +e3' fil"1VI'7F 1 CV L RTAM OF FLORIDA -FEB 12N21 AICHAEL C. ANDERSON AR NO 17305 RINT RATE 02 09 21 SCALE: 1/4"=1' - 0 3FMET S2•1All "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FF SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS "SAFE _ LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD 1-YIDE LENGTH — 8U8 _ 8/8-OB --" 8/16-1T/0B /20-lT/OB /24-1T108 /28-lT/OB /32-lT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID 6/8-1B 8116-1T/1B /20-lT/1B /24-lT/1B /28-lT/18 /32-lT/lB 3'-6" PRECAST 1436 N1065 952 _-2465 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 6113 6385 7708 9031 10000 4'-0" PRECAST 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 —.700 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 -..-1333 1625 5743 7547 6752 6541 7565 5'-4" PRECAST -----------------— 931 1247 � 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 1139 3227 4598 7054 10000 8825 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 938 —633 2498 3408 4864 7067 6472 9'-4" PRECAST— 428 1593 2204 2481 2818 2621 9 -4" PRECAST 192 384 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 _`187 1247 1767 1904 1 2163 2028 10'-6" PRECAST 151 301 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 — 544 _544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 82 298 414 1045 1365 1732 2316 2605 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 NR NR R NR R NR NR NR 14'-8" PRESTRESSED N.R. 283 — 1 1 1NR 2NR 2NR 15'-4" PRESTRESSED N.R. NR -.__NR NR R NR NR NR R NR 15'-4" PRESTRESSED N.R. 252 1014 1 1NR 2 2NR 17'-41' PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 300 856 1 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. ---NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 235 736 959 1200 1467 1716 21'-411 PRESTRESSED N.R. NR —180 NR NR NR NR NR 21'-41" PRESTRESSED N.R. 125 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 165 550 1 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR _"_"NR NR NR NR NR NR R NR NR PRESTRESSED N.R. 91 8 1NR 11R SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 6/8-2T 8/16-2T 8/20-2T 8124-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 1 4043 4711 5379 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 6'-6" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 1 2790 3251 3712 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 91-4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 1l'-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1476 13'-4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 AA 15'-Y" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 171-4" PRESTRESSED 187 326 365 451 587 680 192 506 720 501 1135 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 1 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 24'-0" PRESTRESSED 124 174 245 302 360 418 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LE!aSE=R 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 CASTCRET'E 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 ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130,13 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �111111 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #110 PROJECT# 4321.201 110R1 LIODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. ARCHITECT: , STATE OF FLORIDA FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 P PRINT S02 09 21 DATE: CAT E: 1/4"=1' — 0' ` 1-MET S t e 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" HOG 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 1 112" 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. 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 SIZE & BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARH 4X6 (3 Y2"x5 %2') SYP. HTT4 W/5/8" DIA x 5" WD-1 PT., WOOD POST EXP. BOLT 5; 3 try — r--------- FIRE DRAFT STOP I_______ L — — — — — — — J 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS 1 ELEV. VIEW PRE-ENG. FLR. JOISTS � ! 3/4" PLYWOOD DRAFT STOP �I I PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS M1 III II II II II II I II II II II II II I n n n n n I II IIODL J9 II II II II II j III I II II II II n n n n n I jll II II II II II j I I� II Ij II II 2X6 WOOD II II WALL W/ DBL. 6T J6 III II II UNDERSTUD EACH JOISTII II II n n II ��� II II II II II II Il — II) 4 D B L STUD II li I 3.1 2�4 III II �I II II I II III WALL W/ODBL. II II II PROVIDE DRAFTSTOPPING II STUD UNDER II II III II ALONG THIS TRUSS AS TO II EACH JOIST II LIMIT AREA TO 1000 S.F. o CJ1L 1A 3 ii _ IIEJ3L n CJ11- L2G YGT= r II II II II II I11 It I II 11 II II u u u u u n n u u II II I II II II II II II n u u u u n n u u II II II J3 II II II " II u u u n n u n n u II II II II II II II LI 2x4 WOOD II II II II II II II SYP.WALL NO/2 II II II II �I II" II II STUDS@ It II II II <.,-1I- II 12" O.C. II II II II II II III III===-J4 III PER FBCR 302.12 nl I) J7 PRE -FABRICATED FLOCRI II u u n n n n n n n IIIIII II II II II II II II II II II II II II II II II �=-;,II II III II II II II jl II II 'r� 11 II II II II II II II II II � II II II II 11 II II II II � �11 II JOISTS @ 24" O.C. ==mod II In II II GT _CJ5E m n u n n u u Ilnll ho 11AI®!� a 1A II II II II II XCJ3E:l II II II II II II II CJ1E EJ6E� FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 3 BM1 TO CMU WALL W/ SIMPSON LGUM46-SDS W/ (4) %" x 4" TITEN HD ANCHORS AND (4) y4" x 2 %" SDS SCREWS TO BM1 Reviewed for COde Compliance Universal Engineertrl 1 93 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corn AA #: 0003325 U W a E4 w sr, w SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT 110 PROJECT# 4321.201 110R1 MODEL" 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 09 21 DATE: / / SCALE: 1/4"=1'-0" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR (12) 16d x 1 z" NAILS TO TRUSS SHEATHING DEL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE APT SYP #22"x4", (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 12"NAILS TO GIRDER' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 1Od TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS; L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430LES(2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TRUSS/ SlaTYPICAL �b aD 1c GIRDER CONNECTOR(S) SQALE:3/4"=''-°" 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE L PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH �I STRENGTH CLG. BOARD SECURE I-JOIST`TO TOP PLATE w/ (2) 12d TOENAILS 11 DOUBLE TOP PLATE IL I, r 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS ` 60 (2) 1/2" WOOD PANELS 90 2x LUMBER BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. Ile i� I -JOIST CONNECTION Ca L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) v n OUTER 1/3 OF SPAN ONLY BTM.— PLATE NOTCH DEPTH 1/4*D HOLE EDGE >5/8" HOLE DIAMETER <2/5*D SGL. STUD HOLE EDGE>5/8" HOLE DIAMETER < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" ENGINEERED WOOD T USSE PLYWOOD SHEATHING, SEE C) 24 ) CC, SUBMIT SHOP "ROOF/WALUFLOOR DRAWiNC-5 FOR REVIEWSHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #22" x 4", (9) 10d x 1 '" NAILS TO 6", 8"x 4'-0" MAYBE ADDED' GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT- USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER , HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR imv -- A-(1)SIMPSONLGT3-SDS2.5GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND ('12) SDS 4" x 2�' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) z" X 5" TITEN HD TO CMU AND (18) SDS 4" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" MASONRY BOND SCREWS TO GIRDER EACH TIEDOWN lx2 SF -CURED W/10d _I BEAM ( ) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED 12 O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LES'(2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) \`' JC2 ` TYPICAL ROOF ab 2 GIRDER CONNECTORS) SCALE:3/4"=1'-0" L T 12 S A 20 G UGE W/ 10dxl/2 H DG COMMON NAILS. @ EACH EN TOTIAL OF 10 6'-0" MAX (W/i X4) OR 10'-0" MAX (W/2X4) IK Ile 777 LVL/I-JOIST WITH �y BACKER BLOCK c HTT4 W/ 5/8 A.B. WITH MIN. 7"EMBEDMENT TO SLAB & (18) 16d x SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD. PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1 /4" x 2 1 /4" TITEN 2ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4" x 21/4 TITEN 2 ANCHORS TO CONT POURED LINTEL TITEN 2 ANCHORS FAIN. 2" COVER & 2" APART REPAIR OF MULTIPLE DIAGONAL :CHORD LING, SEE V FOR LOCATION 'NOT BE UIRED CHORD OF ID ROOF TRUSSES 2 1/2" NAILS TO POST., V 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 ' INTERSECTION TYP. LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-U" 24° 24" MAX. w/-JOIST 8" END I 8„ MAX. SPACING. END w/I-JOIST TRUSS BR R BTM. I PACIN ...MAX F T SERA HIN O G SEE FRAMING PLAN G TYP TYP. YP. END of MAX MAX LEDGER BD. I „ 1 /2 EXP. SYP P.T. d FROM IL EDGE SYP P.T. 3/ 4" EXP. BOLT,�J-BOLT W/ 2" LE GE LEDGER BOARD LE GE LEDGER BOARD TO BOLT/J-BOLT W/ 2" WASHER & 51/2" TO BE USED `. 1. ENSURE THAT EXP. BE USED WITH ]-JOIST WASHER & 512" MIN. EMBED. (TYP) WITH I -JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, 8" ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF A - w>IMPSON IUS 1 Ili < 14 "° 8 / �6 G 00 LBS, U < 70 LBS W/(2) 3/4 .WEDGE-BOLT/J-BOLT, 5 MIN. - Z •- ^ a o . - z_ ' - EMBED 10d GALV. �OMMON NAILS TO HEADER FL#17241 Go — � 3. ALL BOLTS TO HAVE WASHERS 2 2x12 ) B - SIMPSON IUS .37/1'6 G < 1400 LBS U < 70 LBS W/ 2 3/4"° WEDGE-B LT - I O O /J BOLT; 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD SYP PT EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 _ Z_ NOT BE ANY CLOSER THAN 6" C - SIMPSON MIU .56/ 6 G < 2900 LBS, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. co O/C. s. ONLY LEDGER IN DIRECT 07 EMBED (24) 46d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST (2)2X8 CONTACT (REAR EDGER) WITH LA FIA17241 SYP PT CMU REQUIRED TO BE. P.T. '. EDGER U - SIMPSON HH S7.26/10 G < 4140 LBS U < 1610 LBS W/ (8) 3/4"WEDGE-BOLT/J-BOLT5" MIN. EMBED (16) 16d QIALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 I-'- SIMPSON MIU 75/1l6 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5 MIN. EMBED 16d GALV COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST F-1-0 7241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0" FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRAL SPACING -- — A - .. DOUBLE SYP 2x8 112" 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" SCALE: 3/4"=V-0 (2) 2X4 No 2 SYP DIAL. BRACE W/ (3) 12d @ EA TRUSS (DIAG: BRACE TO COVER5TRUSSES) 0'-0" TO 30 0" ( "X" BRACE 30'-1"TO6.0-0(3) "BRACE (1) "X' BRACE @ CE ER (2) "X BRACE DIVIDED QUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. /IBOLTW/ KING BETW WHERE NGISP SENTAT . (AT ATHING x8 PT. PLATE / 112" DIA. BOLT W/ 2"SET IN HIGHH EPDXY 6" MIN. 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 EN PRE-ENG'D TRUSS SCALE: "=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 CONNEOTIONS 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. ALTERNATE MATERIALS JIiHLt: 3/4 "= Reviewed for Code Compliance Universal Engineering Sciences E~ MCI i{ 1 ' r, Y r �o I� Ei 11: r3 e [ � Ili IJ fi ! "y 6w' ^V l(i Ij I I I r' Lu 0 x a 0 XMDIV. 8e I..OT: CREEKSIDE PHASE 2 LOT110 F PROJECT# 4321.201 110R1 MODEL: 4EHB "2605—HAYDEN19 �,ARAGE SWING: LEFT SAGE: DETAILS (I —JOIST) L160 MPH EXP" w ARCHfTECT; 13 STATE OF FLORIU, 4 I• 'i F'I I FEB 12 2021 IICHAEL C. ANDERSON AR NO 17305 RII®I -C 02 09 1,S3 ATE: /21 SCALE: 1/4"=1' 0" SHEET .IA 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 AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX SIMPSON H6 W/ (8)8d COMMON NAILS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END c JERY STUD OR ON EACH END OF"BUNDL " OF SUDS - - PLYWOOD FLOOR SHEATHING n IV UIIVI. I-JOIS1 LVL PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, (2 I- JOIST PARALLEL TO WALL SCALE: 3/4"=V-0" M_,'` ••D O.C. `■�Wi FOR STRAPPING VERIFY \ W/ TRUSS PLAN W ` CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE. END BRACING W/ PRE-ENG GABLE TRUS (0 CMU WALL SCALE; 3/4"=l'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF PER PLAN O gZ �Nl SCREW PATTERN'. rn ,w0 I -JOIST (SEE ZcFRAMING PLAN) PER ELEVATION N 0 (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW PER ELEVATION PRE-ENG ROOF TRUSS TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH A - SIMPSON MTS12 STRENGTH CLG. BOARD U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) GALV. NAILS. 16d TOENAILS B - (2) SIMPSON MTS12 DOUBLE TOP PLATE U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP 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 SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ FILL ALL HOLES; DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" 10d x 3" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" OC MAX. w c J \, • # TRUSS CONNt�CTION @ L.B.W. 9a gb SCALE: 3/4"=1 -0" 8" CMU WALL�� REINF PER PLAN U 2, no cr zuw N m I 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12 O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.G.; STAGGERED ASSHOWN DBL.2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. I 3/4" SCREW PATTERN p�oy� \—1-JOIST (SEE FRAMING PLAN) 4111 SECTION DETAIL AT 1-JOISTS PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0" RE-ENG OOFTRUSS 4x4/4x6 SYP NO.2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 Reviewed for Code Compliance ®Universal Engineering Sciences Oe .� TRUSS/WOOD POST CONNECTIONS 10a 10b 10c ccni F 11aII-11 TRUSS TO POST CONNECTION A SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. B-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS- G- 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8 °A.T.R. TOHDU4 AND (10) 1/4"X21/2"SDSTO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z'POST BASE <U1 900 G 5 660W/5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,000 G 10 335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U 4,565 W1 5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2=1/2" NAILS TO POST. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F WW y v liq In qri 4 1 „ N. i SiJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT J110 :'j 4321.201 110R1 rPROJECT# MMODEL { 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: ( DETAILS (I- JO IS T) 60 MPH EXP, FEB 1 2 luii ; �i LH AE AIF111�1� NO PRINT 02/09/21 LE:1/4"=1' O" FT S3. 1 d SIDE VIEW 1 VTCR SPACING (1) AT EA, PRE-ENGINEERLLa VALLEY TRUSS CONNECTION Reviewed for Code Compliance ED Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 � rq W CQ G W a a.. r SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT A110 PROJECT# 4321.201 110R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT :PAGE: DETAILS L60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 12 2011 MICHAEL C. ANDEF AR NO 17305 + DATE: 020921 / / I SCALE: 1/4"=1'-0" 1 )SHEET S3eIC 10 SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 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 F W W U F� Y '0 J °W i.l i SXYBDIV. 8e LOT CREEKSIDE PHASE 2 LOT #110 PROJECT* 4321.201 /110R1 MODEL: 4EHB "2605-HAYDEN' GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN (160 MPH EXP. i ARCHrrECT- STATE OF FLORIDA FEB 12 2021 MICHAEL C. ANDERSON AR NO 17305 f��RirTr E:. 02/09/21 LM 1/4"=1'-0' ETT S 4 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL61RIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 4 Cas V,rl . .... ... .. '.'REEKSIDE PHASE 2 LOT jtl0 .OJECT# .321.201/110R1 T)Ma 4EHB 605-HAYDEN GARAGE SWING: LEFT El "?AGE: ss SECOND FLOOR DOWEL PLAN 160 MPH EXPI ARCHITECT STATE OF FLORIDW,\ k FEB 12 luill MICHAEL C. ANDERSON AR NO 17305 �,OATE: 02/09/21 �9CALE: 1/4"=1'-0" ,31AMET S 4 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 W1 (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hill OA OR LGT2 W/ I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 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" 0 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. FiEADER I SCHEDULE MARK siz IDEPC & IPTION REMARK 10 (2) 2X8 BEAM SCHEDULE ZM= INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T-O-S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SZE WI xH'BTM. REINFORCEMENT STIRRUPS REMARK S TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1) #5 (1) #5 N/A GROUTED SOLID BB2 MASONRY 3000 8X8, (1) #5 — N/A -----GROUT=-D SOLID SEE SHEET S5.1 A FOR SAFE LOAD TABLES F *#* ♦ 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B C? F_ U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" GT % % % % % % % % % GT % % 0 % % % % % % % % % No % % *r - 8F16-1T/0M/0B - - - - - - - % r % % ##8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B % #47-- op------- L........ % mmmm .......... - - - -- - - - - - - - - - - - - - - SECOND FLOOR LIFT—- '§CALE: 1/4" V-0" PLAN Reviewed for Code Compliance Universal Engineering Ea Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 eh p I R, D3 IGARAGE SWING: LEFT 73 SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB MICHAEL C. ANDERSON AR NO 17305 'PRINT SATE: 02/09/21 'aCAT :1/4"-1'-O" 3FMET S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FF SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �TYPE LENGTH — . 8U8 8/8-OB /16-1T/OB /20-lT/OB /24-lT/OB /28-lT/OB /32-lT/OB 8/8-1B 8/16-1T/16 /20-lT/1B /24-lT/1B /28-lT/1B /32-lT/lB - - 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 �1961 6113 7192 6524 7627 8751 4'-6" PRECAST c 81`1 533 1770 2400 3033 3666 4300 - 1625 5743 7547 6752 6541 7565 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1161 1631 2090 2549 3009 3470 3693 5877 6036 6548 5776 6'-6" PRECAST 69a 1139 3227 3031 3707 4383 5061 - 1139 3227 4598 7054 10000 8825 T-6" PRECAST 57ii 938 2498 2205 2698 3191 3685 -938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 v633 1593 2204 2481 2818 2621 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 550 1407 1897 2781 3222 3784 11' 4" PRECAST 330 - 544 1312 1742 2252 2868 3630 544 1312 1742 2252 2868 3552 --- --- - 12'-0" PRECAST -- - 308 --607 1210 1596 2048 2586 3191 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 -',114 1045 1365 1732 2316 2605 14'-0° PRECAST 254 p 388 978 1272 1606 1988 2279 - 390 978 1272 1606 1950 2389 _ 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR '458 1079 1429 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR --- 412 1014 1340 1703 2118 2513 „ 17 4 PRESTRESSED N.R-_ NR NR NR NR NR NR 300 856 1121 1413 1739 2047 191-4" PRESTRESSED N.R. - NR NR NR NR NR NR 235 736 959 1200 1467 1716 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR _._ 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR -- 129 1 450 654 824 1014 1147 SAFE LOAD PLF LENGTH TYPE 8/8 PLAIN 8/8 SOLID 3'-6" PRECAST 689 1024 4'-0" PRECAST 514 763 4'-6" PRECAST 398 591 5'-4" PRECAST 411 411 5'-10" PRECAST 340 339 6'-6" PRECAST 410 721 7'-6" PRECAST 303 534 91-4" PRECAST 192 384 10'-6" PRECAST 151 301 1 V-4" PRECAST 132 417 12'-0" PRECAST 111 370 13'-4" PRECAST 82 298 14'-0" PRECAST 71 293 14'-8" PRESTRESSED N.R. 283 15-4" PRESTRESSED N.R. 252 17'-4" PRESTRESSED N.R. 183 19'-4" PRESTRESSED N.R. 148 21'-4" PRESTRESSED N.R. 125 22'-0" PRESTRESSED N.R. 116 24'-0" PRESTRESSED N.R. 91 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 n5325 7001 1569 3524 4394 5263 7001 4'-0" PRECAST 1363 3060 3815 4570 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 6-6" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 T-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 9'4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 11°-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1476 13'-4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 15'-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 17'-4" PRESTRESSED 187 326 365 451 587 680 192 506 720 501 1135 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 24'-0" PRESTRESSED 124 174 245 302 1 360 418 124 319 455 581 1 687 793 - 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 Oo- ACC: EPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 J i w a w er v A E w VBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT A110 PROJECT# 4321.201 110R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. C ARCHIMCT', STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 s &. ` DATE: 02 09 21 SCALE: 1/4"=1'-0" 1 SHEET S5. 1 dl V I� I� I TRUSS MAN FA TURER / ENGINEER NOTES: 1. ROOF GIRDER W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FRAMING NOTES. FABRICATED W/ A 2ABTM.CHORD (MIN.) 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE 2. COORDINATE ANY FRAY/COFFERED CEILINGS, AND ATTIC ACCESS CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT CONCRETE TO WOOD FLOOR: SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMP NY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO SIMPSON LTA2 W/ (8) 11 x 1 1/2 HDG NAILS, WOOD TO WOOD: TRUSS CONNEC ION5. SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER MAINTAIN AT LEP SEE 8'1 FROM THE CENTER OF THE COLUMN. 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 AMC TO BE GALVANIZED COLUMN SCHEDULE MARKRK SIZE 8 SASE PLATE OR REMARKS DE RI TION REINFORCEMENT. W U-1 4X6 (3 z x5 Y") SYP. HTT4 W/5/8" D1A x 5" 5/S3.11A PT., OOD POST EXP. BOLT 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" 0 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN 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. RDER/TRUSS TRUSSES / TR E W 2X4 I/2X6 9 BOTTOM BOTTOM CHORD HORD t NCIJACK NCHORD gx4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM BRACING/BOTTOM W/MIN (4) 1Ed CHORD. BRACING NAILS FOR EACH RE APPLICABLE CHORD CONNECTION ',tI DISSIMILAR BOTTOM CHORD BRACING @ END FUH LAUH UHUHU CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN \✓ OFALCv IV.IA ,. CONNECTOR SCHEDULE CONTROL DATE: 09/30/2020 MiTek USP SIMPSON -_ MITok, USP SIMPSON DES UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2' 1-PLY, (7) 16d 2-PLY; EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) ETA 16-18 - 2430 . (2) META-16 1985 (12) Lod x 11/2" 1-PLY, EMBED 4" : (10) 10d x 1'1/2"i-PLY, EMBED 4" ETA 16 1870 HETA-16 1810 (10) 10d X 11/2', (8) 16d 2-PLY, EMBED 4' _ (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x11/2", (8) 16d 2-PLY, EMBED 4' (9) lOd x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" 12) HTA-20. 2430 (2) HETA-20 2035 (12)Tod x 11/2", 1-PLY, EMBED 4"-4 _�--_—�- / Ills (10) lOd x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" z LUGT-2 1655 _GT-2 1885 BLK (5) 1/4"x 3"Wedge-Bolt+Anchors, WOOD (16) 10A (7)-.1/4" x 21/4" TITEN, WOOD (16) 16d O LUGT-3 3380 LGT3 SD52.5 3480 CONC (4) 3/8" X.5" Wedge -Bolt+ Anchors, WOOD (12) WS25 : (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (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 MUGT15+ 3945 MGT+ 3963 (1) 5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO 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 �' (2) 3/4 AT. R.IN HIGH STRENGTH EPDXY (MIN. IP' EMBED), (16) lOd TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD IS) 10d, MASON RY(2) 3/4"A.T.R (2) 3/4" A.T. R. I N HIGH STRENGTH EPDXY (M IN. 12" EM BE D),(16) 10d TO WOOD LETA 1510 PARALLELTO WALL 1470 PERPEN DIGDLAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO -- (10) 10d x 11/2" (.10) lOd x 1.1/2' MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH ST RENGTH EPDXY (MIN.12"EMBED),(4)LOd 1"OP/(6)10d FACE/(1210d BACK OF TRUSS (1)5/8'A.T.R. iN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3' HUGT 9575 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH 51 RENGTH EPDXY (MIN 12" EMBED) (8) 1Dd (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"x3' MTW 12 965 MTS 12 990 (14) 10d x11/2", (14) 10d (14) 10d X 1:. 1/2' HTW 16 1355 HT5 16 '- 1310 (16) 10d X 11/2", (16) lod `� (16) 10d X.1,1/2' HTW 20 1355 HTS-20 1310 (24) 10d X.11/2 , (20) 10d —� _ (24) 10d X 11/2.. HTW 24 1355 HTS-24 1310 (24) 10d X 11/2", (20) 30d (24) 10d x 11/2" LSTA 12++ 910 LSTA-12 + 925 (10) 10d (10) 10d LSTA 18++ 1235 LSTA-18++ 1235 (14)10d —�— (1410d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d _ (14) 10d MSTA-24 1640 - + MSTA,24 1640 : 18 10 ( ) �. 18 10d y) MSTA-30++ 2065 VISTA -30++ 2050 (22) 10d -- (22) 10d a MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26) lOd (aa� N KSTI236 2765 MSTI-36 3800 (36) 10d X 1 1/2" (36) 10d X 11/2" KTS1248 5105 MSTI 48. 5070 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) Ed) _—� (8) Ed TO PLATES, (8) Ed TO STUDS . SPT4 875 SP4 :825 (6) 10d TO STUDS (6) 10d TO PLATE (.6) 10d x 11/2" TO STUDS MP34 525 IN Fl @ 160% A34 430 r (4) Ed x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.. (4) Rd x 11/2" TO BEAM, (4) Ed x 11/2" TO POST. HHCP2 680 HCP2 590. (10) 10d x 11/2 TO TRUSS, (10) 10d X 1 1/2" 10 PLATE (12) 10d X 11/2" RT16A 1020 H10A 1040 _ (9) IGd x 11/2" TO TRUSS; (8) 10d X 11/2" TO PLATE (18) 10d X 11/2' - MUGT15&PH04A 4175. VGT &:HDU4 4940. (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TOPOST W/5T87TER6A7D ROD (16)-SOS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2"W/THREADED ROD, (2) N UTS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT &HD7B 4940 (28)10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/5/8" 1'FIREADED ROD' (16)-SD5.1/4"x3"TO WOOD, (3)-3/4" STUD 80LTSW/THREADED ROD, (2)NUTS/WASHER/2PLY PAU44 2535. 6775 ABU 44Z 2300 7750 1 5/8"A.T.R.IN. HIGH STRENGTH P O/.A EPDXY, (MIN. TEMBED) INCONC, (12)l6d TO WOOD (1)5/8"A.T.R.IN HIGH STRENGTH EPDXY, (MIN.7"EMBED.)INCONG,(12)16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN 711 EMBED) IN CONC., (12)16d TO WOOD. (1) 5/8" ;A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 7' EMBED.) IN CONE, (12)16d TO WOOD LTS19 +++ 1205 L1719+++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE, (8)10d TO WOOD (1) 3/4 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD OLT520B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)SOd x 1-1/2 TO OOD ( (1) 1/2 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD DD H1745 4160 - HTT4 4455 (1) 5/8" A.T.R: IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC .: (18)16dX 21/2" (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC.; (26) 16d X 21/2" Z HTT45 5005 HTTS 5090 11) 5/8" A.T.R. IN. HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC. 126) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH: STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Q UPHDll+ 14395 HHD HHDOl1-SDS 11810 11) 1-A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC. 24) W53 WOOD SCREWS (1) 1` A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24)SDS Y."x2%" WOOD SCREWS PHD5A TDX8 6525 7870 HD7B ' 6645 1 (1) 5/8". A.B.IN HIGH STRENGTH EPDXY, (MIN 7" EMBEDI IN CONC (14) W53 WOOD SCREW (1) 7/8 A.B. IN. HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3): 3/4" STUD BOLTSTO WOOD (1) 7/8" A.B. IN I HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTST WOOD! - NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 : 5330 (1) 1/2"' J-BOLT W:MIN 6" EMBED & NOT LESS THAN 4" FROM )GE OF CONC. W/ 3/4" DIA DYNA BOLT SLEEVE ANCHOR OR EOW/MIN 5'EMSED INSTALLED INFACE. (14)10d AT101ST TW RAM SET/REDHEAD JEPDXY, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN C.M.U. TOP; (1) 3/4" A.T.R IN HIGH STRENGTH (MIN. 6,75".EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3615 2710(100%) HUSC412 (WOOD) 3435 2635(100%) (10j 16d TO HEADER, (10I a6d l0 WOOD - —_. (10)18dT0 HEADER, (10) 16d TO WOOD 3325(125%) 3220(125%) Z H04101F (CMU) 1950 3050 HUC410 (CMU) 1800 4500 (18)1/4""x3' WS3 SCREWS, (10) 10d TO WOOD. USP (20)3/16""TAPPER+, (10) 10d TO WOOD (18)1/4x2-3/4.. TITEN BP ( ERFLANGE)TO CMU, (10) 10d TO WOOD: _- 1950 - 3080 HUC21&2 1800 45GO (18).1/4""x 3. W53 SCREWS, I10) SOd TO WOOD.USP(20j 3/16'TAPPERF, (10)lOd TO WOOD (18) 1/4" x 2-3/4' TITEN ) PER FLANGE(CMU) ( )TO CMU, (10)lOd TO WOOD: FD2(CMU) (CMU) 2795 5015 HUC210-3 1900 4500(CMU) (18)1/4—x3 WS3 SCREWS,(10) 10d 10 WOOD::USP (20) 3/16""TAPPER+, (10) Tod TO WOOD I (18)1/4x2-3/4"TITEN(9 pER FLANGE)TO CMU, (10)lOd TD WOOD; 2125 6065 LGUM26-2-SD 1430 5595 (4)3/8"X4' Wedge -Bolt+ Anchors, WOOD (4) WS3 WOOD SCREW.'', (4)3/8x 4 TITEN HD ANCHORS (2 PER FLANGE)TO CIVIL, (4)1/4X2-1/2 BUS SCREWS TO WOOD 1 1A D v 1A 3.1 CJ5 F- CJ3 CJi C) U U - U U U 11 II II If CJ1 G= (( TI n n n n u u u u u u u n n u = CJ3 II II II II II II II II II II II II II II CJ5 tiA A8G �e GT 1A5\TIIOOF I 1 )A3 __- PRE-FA2 TR-_- - --- --- - ---- - -_ A RIDGE �= A2 A3 Ze _ 22' 0 1 ATTIC I A4 CCESS A5 I I I I I A6 W it GT II II II _ B1 --- --- -- - n n u _ CJ5 J B2G GT F O II I. ii NII III C', � wll WII WII rr CJ5A -- II II II II II _ WII WII WII 11 rr 11 II it II II II II II li CJ3A II ICNI cm n !! IIco EJ711 II II II y�� QJ1 1A O U r M LO M co r v----------— ROOF FRAMING PLAN SCALE: 1/4" = 1,_0" 2 U 0 0O o m a N 0� m 0 Z `t 0 Z ¢ O ¢ Cc o rr O U 0 m CV O (aj IL O Z Z U 0 m 0 0 CA 1 W11 1C Reviewed for Code Compliance Universal Engineering 1B Sciences I W C4 I t U I 1214 II F a F k A 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 12 2021 AICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 09 21 SCALE: 1/4"=1'-0" o- SHEET 1 S 6 GENERAL NOTES.. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3TC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". - - STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND o Wow: a s ■ ■ ■ / jVtVAV00AVA` lye'a���i�VAVANA�W♦`�'®.i®rL�,f.'t�'�'4'�3, �1�'1'�'I���♦.. /��t,���A�1 i.T� l�.t� I Il*I4��tY 1i •'��T1�LL �►}\ ... .� if y. �4'�1,'F.R`►>• 1 �F4'fA�A'�i��,rt�if"1''T • • • s + �-*T-*-t4-v3K-VX-VXVALVAL-VALV-ALVAlk,FALT IF aA" 11 HIP ROOF THESE B ARCHITECTURAL, MECHANfCAL, ELECTRICAL, PLUMBING AND SITE DRAW NG& CONSULT PROVIDE 6/a AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN. ON STRUCTURALCONCRETE DRAWINGS APPLICABLE BUILDING CODE O E STANDARDS. FBC R 202 0 7[h EDITION ALL EXPOSED EDGES OF ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS BEkRING WALLS, A SOLEPLATES TOP PLATES BRACING,LEDGERS, DGERS BLOCK! L NG, - ' ACI BUILDING CODE REQUIREMENTS UIREMENTS Q FOR STRUCTURAL CONCRETE, L T THIS 402I602.16 {iI51 SPECIFICATION ECIFICATION.FORTHE DESIGN OF P PROVIDE 6 MIL CONTINUOUS PO POLYETHYLENE VAPOR BARRIER MEMBRANE RANE UNDER ALL SLABS-ON-GRO N U D WHERE INDICATED ON. CRIPPLERS SILLS ETC SHALL B - ESOUTHERN PINE NO 20RB BETTER. F - E R b t10 PSI AND OD L S F � 0 AM U U Q ' COLD -FORMED _ RMED`STEEL S'I'�FUCTURA. L MEMBERS Z01�, ASCE 7 16 AND RISC SPECIFICATIONS DRAWINGS. SEAMS LAP LAPPED 6 INCHES AND SEALED WITH A ADHESIVE TAPE ELASTICITY - 1,400,000 PSI. ALL L WOOD IN CONTACT 0 WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS: AND SECTIONS SHOW ON THE. DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATEOTO RETENTION LEVELS OF 0.25. PCF OF A BORATE PRESERVATIVE TREATMENT DISODIUM ' SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, CORROBORATE TETRAHEDRAL PUT), WOOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY _ REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCFFOR DOT OR MORE. NAILS, SPIKE BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. : AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AC1 347 LATEST Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE EDITION;"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK - CONTAINS MORE THAN OF HEARTWOOD. DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR' TO PROCEEDING W171i THftAFFECTED=PART- , •. EXCLUSIONS FROM" S THESE PLANS.,. ,,. MINIMUM NAILING PER FBCR 2 20 7 h E 0 .. t EDITION. SEE NAILING SCHEDULE ON PLANS. - , . :, OF THE. WORK. _ :: t^ ; • e WATERPROOFING, FLASHING, SOUNID ISOLATION FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS: , 'ARE Nbt PART'OF THE,STRUCT,URAL PLANS AS THEY ARE.NOT CONSIDERED TO BE STRUCTURAL. DEPEN DING PROVIDE SOLED BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER '" = THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING -AND STABLE AFTERTHE BUILDING:^ PO 'I THE TYPE OF CONSTRUCTIC1fJ fHESE`,ITEMS SOME:OR ALL MAY BE REQUIRED BUT ARE BY OTHERS:. SYP #2 IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ;:.. UNTREATED WOOD SHALL NOT BE IN: DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED „ SEQUENCES INSURE SAFETY THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING WELDED WIRE MESH: � '- � ' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. " TEMPORARY BRACING GUYS OR RE -DOWNS. WELDED W R'E.MESH, SHALL BE ASTM A1064/A1064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES. ACI TYPICAL DETAILS.MINIMUM LAP SHALL BE ONESPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL T ... THE:GONTRACTOR SHALLSUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ' i' BE SUPPORTED WITH 2 CHAIRS SPACED 3-0 OC EACH WAY. TO BE DESIGNED AND FABRICATE " DIN ACCORDANCE WITH THE: NATIONAL'DESIGN SPECIFICATIONS FOR <.. -REQUIREMENTS AND SLAB' -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS STRESS -GRADE LUMBER AND ITS FASTENINGS" BYTHE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY APROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PFr OR REINFORCING STEEL:. TO WORK PER FORMED AND SHALL NOTIFY THE IF ANY DISCREPANCIES ARE FOUND REBAR SHALL BE ASTM A6t5A6t5M GRADE 4,0 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A8 15 CONNECTOR PLATES SHALL: BE A MINIMUM THICKNESS OFO. 0 36" 0 AND'BE MANUFACTURED FROM STEEL DESIGN LO �. " � �� GRADE 601N RA MASONRY DEFORMED BARS FREE FROM:01L SCALE AND RUST AND PLACED IN AC CORDANCE MEETING THE REQUIREMENTS OF AS TM STM A446/A446 M GRADE A AND S - . HALL BE HOT DIPPED GALVANIZED. " ADS' W/ THE TYPICAL BEN CI C DING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE "' C RDANCE WITH TPI-14,-DESIGN NATIONAL •' ' CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL :AND VERTtCAL�BARSSHALL LAPx BAR N0. UNSCHEDULED FIELD LAPS ARE SUBJECT T0. ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD :, °' " TRUSS:CONSTRUCTION:, AND BCSI LATEST EDITION " RO LIVE LOAD FLOOR LIVE LOAD 40 psf .:: .6 - �' REVIEW -, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ` 20 psf TOP CHORD -non-concurrent i0 psf BTM CHORD -non-concurrent • TYP MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25 #6 BAR - 36 WOOD TRUSSES. - - •`f,_-- `.' #5 BAR - 30" #7 BAR -42". ,; - - PROVIDE 36 x 36 CORNER BARS, BOND BEAM ONLY,'LAPPEDAND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS.I ' NDICATING ADDITIONAL DEAD LOADS FOR THE ROOF "' ` • DEAD LOAD DEAD LOAD. - FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS,.CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR . " 15 pst TOP CHORD:20 psf TOP CHORD INTERSECTIONS OF HIGHER'OR LOWERROOFS ]N,ACCORDANCE WTH ANSI/ASCE 7 88 1990. I 7 sfwl ASPHALT SHINGLES) ( P. N S) ,(10 psf W/ No-GYPCRETE),.. ALL VERTICAL REINED REINFORCING BARS IN CMU CELLS SHALL BE IN THE F DOTING,.:, -: ,. HURRICANE STRAPS SHALL BE INST LEOACCOIR',IFNG TO:MANUFACTURERS!NSTRUCTIONS. �,;�:. 10 psf BT CHORD, P M , � b psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING P E WALL AT THE TOP AND BOTTOM WITH " q "i DEAD LOAD TO RESIST- ".N UPLIFT: WI U T 10 sf P � 'MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONT INUOUS TINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL O SUBMIT5IGNEDA D EAL ' N ED D G OR'AL S RA)fVIN S E TERNATE`CONNECTION DETAILS AT ' .:. ... BALCONY LIVE 60 psf - WALL � _. TRUSSES/GIRDERS TO COLUMNSANOfVALLSF,,.Fi`1AP,P ROVAL.=`• STAIR LIVE : S 40 psf WIND DEAD LORD SPEEb a' ' P" 3 SECON RUN REINFORCING BARS CONTINUh6USt� LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON PLANS ' - WIND DESIGN PRESSURES ^I 1,..,, " . . ,1 - M H - - D GUST ASCE 7-16f` FBC ( , ( R20�0} EXPOSURE C RISK CATEGORY::!!) FNTO INTERSECTING WALLS AND HOOK AT ENDS- STAGGER .... ER SPLICES WHEREVER POSSIBLE. ARE -TO E USED:AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER,RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-1$. a ,, ZONE _ 1 23. 79PSF 33:79 (_ ) , , LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 sf UNINHABITABLE ATTIC WITH '• - P LIMITED,,, STORA GE. 20psf, HABITABLE ATTICS AND •_ ` , : ,.` '.'bONOTCUTORDISPLACEREIN FORCING STEEL TO THE .IS LAYOUT SPANS &.ALL TRUSS/ HEADER ENGINEERING. ANY. DISCREPANCIES FROM'THE SE LAYOUTS THAT AFFECT THE STRUCTURALBEARING;AS�CALLED . _. ,.. ATTICS SERVED WITH FIXEDSTAIRS. 30psf, BALCONIES EXTERIOR �:. ( ) ACCOMMODATE INSTALLATION OF EMBEDDED ITEMS OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE ZONE2 = 39.48 -PSF 49.48 ( ) :AND DECKS: 40psf, GUARDS AND HANDRAILS: 200 sf GUARD IN -FILL ' " P p LL COMPONENTS 50psf,. PASSENGER. WITHOUT THE APPROVAL OF THE. ENGINEER. ,: STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF NIA TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 3 67.16 PS 77: 6 (.. 1 ) , , ' VEHICLE ` . E GARAGES SOpsf, ROOMS OTHER THAN SLEEPING ROOM, 40psf, SLEEPING ROOMS. 30psf, STAIRS PRQVIDE ENGINEERED SHOP DRAWINGS OF EACH,IJd,DIVIDUAL TRUSSANDA FULLY DIMENSIONED ERECTION A' = 4 0" END ZONE DISTANCE � �: '. „I. - :.. � •' 40psf :; MASONRY: - PLAN .SHOVN SHOWING COMPONENTLAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA: BASIC WIND SPEED: 160 MPH :`' '- /`.r WIND EXPOSURE "C" " "- SHOP DRAWING REVIEW: : - - MASONRY CONST,RI,CTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFiCA71ON LICENSED PROFESSIONAL ENGINEER.: D ,' RISK CATAGORY. 11 ..,,.. , .. • `> '' - SHOP � � � OP DRAWINGS WILL BE FOR GENERAL COMP I NC : THEDESIGNING L A E WITH THE D MASONRY STRUCTURES' (TMS 40`2 BUILDING CODE REQUIREMENTS FOR MASONRY `S: � STRUCTURES AND SPECIFICATIONS FOR. MASONRY STRUCTURES COMMENTARIES AS PUBLISHED BY: ),. THE HURRICANE TRAPS SPECIFIED E S ECIFLED ON THE.WALLSECTIONS AN .. 1 D PLANS AREPROVFDED TO FACILITATE THE :: ..-. APPLICABLE INTERNAL '�:I . x ' ",R L " „ . •...., • PRESSURE COEFFICIENT �- 0.18.: ...•: '" OF THE CONTRACT DOCUMENTS ' �, :: DOCUMENTS ONY L IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY HE CONTRACTOR ,. - STANDAR E DS JOINT COMMUTE CONSTRUCTIONSCHEDULEAND.MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS , PROVIDED BY THE TRUSS ENGINEERS '" • -;_ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH. ELEVATIONS' DIMENSIONS, D NS ETC,. ' .• •' ' - ,. ,,. - ALL BLOCK WALLS. SHALL BETWO-CELLHOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ' THE TRUSS TO -STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS S PLAN SHALL SUPERCEDE THOSE ,; -ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C790,. GRADE Fm= 2600 PSI'. BLOCK SHALL BE PLACED USING OF THE ELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT R ROOF � R 00 F/ WALL/ FLOOR DRAWINGS SUBMITTED MITTED WITHOUT R REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM RUNNING - G BOND UNLESS OTHERW SE LAY-UP MASONRY NOTED WALLS TO OF TIE BEAMS BEFORE- AND CLADDING. WIND LOADPRES PRESSURES. E , S THE DEL GA EDT TRU SS R ENGINEER SHALL B E RESPONSIBLE FOR ,. S. ALL TRUSS TO TRUSS CONNECTIONS FOR ASP HALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING . OFREPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE PROHIBITED PLACING -CONCRETE FOR IN -WALL COLUMNS GROUT:USED TO FILL MASONRY CELLS SHALL COMPLY WITH . EXP 1 40/20 , FOR CEMENTITIOUSTILE AND META ( ) L ROOFING, USE MIN.: �+L� /� T R� EA H-I G WIT HOUT.THE. EXPRESS WRITTEN PERMISSION THE ENGINEER. IN ALL THE CONTRACT _ , DOCUMENTS WILL GOVERN AS TM C-476, AND SHALL PROVIDE A MI NI MUM, COMPRESSIVE. STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS, SPECIFICALLY NOTEDbTHERWISE FOUNDATION SHALL �I I V 19/32" STRUCTURALSHEATHING SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD , . • - OVER THE SHOP: DRAWINGS CHECKED UNLESS OTHERWIS ' L E SPECIFIED IN ON PLAN THE GROUT MIX HAVE A MAXIMUM 3/8" ' AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FASTENER SCHEDULE, "WRITING BY THE ARCHITECT „ ' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FRAME USE 10d RING SHANK GUN FOUNDATION/ SITE PRE PREPARATION: N:NAILS 4" O.C_ C. EDGEWISE 2x4 BLOCKING PANEL JOINTS 4OF ' GABLE END NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARINGPRESSTYPE 'M' OR 'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE SIZE HEAD LENGTH DIA: TENSILE STR SHANK ASTM RING SHANK, K, 21/2' 0.131 F1667 SCREW SHANK 1,70,000 RING 16-20 RINGS � RSRS-03 Sd RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK ER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 PR SYURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB GRADE SHALL , D COMPACTED TO A:DRY DENSITY OF AT LEAST 95% OF THE .SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVEMORTAR PROTRUSIONS MODIFIED PROCTOR MAXIMUM DRY DENSITY THAT EXTEND INTO DETERMINED IN ACC ORDANCE WITH ASTMD-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNIC/` ENGI FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ORVERTICAL ER TO VERIFY s REINFORCING. - GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDETTHE SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILIN TO MEAT THE LAP VERTICAL REBAR 6 XBAR NO. 48 BAR DIAMETERS)., U. N.O S CONTRACTOR EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE ( ) MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. - 1 ROOF SHEATHING NCRETE: THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLYWTH THE SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING z 2 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M GRADE B TYPE.E OR S, Fy = USE 112" CDX OR 7/16"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" p p 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS,. AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 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 ': • ro -. CONTRACTOR SHALLSUBMIT PROPOSED MIX DESIGN S, WITH. HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE NUT LEVELING'. ALL .. INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED - CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT, EXCEED 5"+f-PRIOR TO THE ADDITION OF PL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH. WASHERS UNDER THE TURNED ELEMENT. BOLTS - PER MANUF. SPECS.) SEE DETASTICIZER. DETAIL. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. BUILDING LENGTH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318:AND ASTM C94/C94M OR MEASURING MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL:, J-BO TS, ARE TO BE STEEL. k ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN. CONCRETE IS BATCHED. THE MAXIMUM TIMEALLOWED FROM WHEN I ROOF SHEATHING LAYOUT : WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED90 MINUTES IFPFOR ANY REASON " AND ENDWALL BRACING FOR'GABLE END. FRAMING THERE IS A DELAY IN SUCH THAT'A BATCH IS HELD FOR LONGER THAN90 MINUTES, THE CONCRETE SHALLNOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORK;TO NOTIFY THE OWNER-S REPRESENTATIVEANDTHE,CONTRACTOR OF ANY ROOF SHEATHING ATTACHEMENT SPACING " � '"'WITH NON COMPLIANCE W THE ABOVE „ ZONE 1:OTE 10d NAILS @ 4" O.C. ON EDGEAND 6" O.C.00IN FIELD GABLES -DROP GABLE END & (1) ADD'L DROPPED ; , - ZONE 2e 2n 2r: 10d NAILS 4" O.C. ON EDGE @ AND 4 O.C.00IN FIELD TRUSS Zx4 #2 SYP -OUTLOOKS RAFTER W/ BLOCKING @ REQ IRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:. " ' ?:. , '" °' " - ' •' ZONE 3 - 3r. 10d NAILS @ 4 O.C.00ON EDGE AND 4 O.C. IN FIELfS 160.0. IF NO DROPPED GABLE,END; ATTACH 2x4 #2 SYP >. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY E EXPOSED TO EARTH-(FOUNDATfON$): ,3e, BLO KING 16" O.C. FIRST - G @ . 4 BAYS Wf (2)12d NAILS B." - FOR CONCRETE EXPOSED TO EARTH WEATHER +. ' END ATTACH ROOF SHEATHING TO RAFTERS 2/ ", 1-1/2 FOR#5 AND SMALLER `,• ;. 7� , NOTE ROOF SHEATHING THICKNESS WAS CALCULATED - LATED ;B ". LOCKING PER NAILING SCHEDULE C, ?FOR #6'AND LARGER :-. .., ., ., ,,, ' - ,FOR CONCRETE NOT EXPOSED TO WEATHER ' .•: Reviewed for Code ANDA - . ADHERES TO ASCE 7 16 _ , . i ,.: 1 3/4 FOR SLABS WALLS AND JOISTS " ;? • .., < ' ,,.. i:: ` „ < Compliance Universal Engineering 8d RING SHANK GUN NAILS @ 4" O.C. 1.1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS - Sciences TOP & BOTTOM EDGES • ._ ! e , Z Z W C9 Lu RING"SHANK GUN NAILS Y • z"ROOF SHEATNING'ATTACHMENT' ) = O TABLE FOR-FIELD;SPACING J` rn O , r V Z. I 2' "7.;..1 Y TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING r U W I { 0 Lu #8 2" DECK SCREWS @ 5%8" O.C. MAX @ (0 EQGES & 12" O.C. MAX IN FIELD. UNTFIREADED Y SHANK TO EXTEND BEYOND THICKNESS OF dp SUB -FLOOR SHEATHING (V (O • . p TYP: 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 11 , FASTENER SCHEDULE :. WINDOW AND DOOR BUCK FASTENERS FASTENER - APPLICATION. SIZE TYPE SPACING REMARKS :: APPLICATION. SIZE - TYPE SPACING REMARKS 9t2 PT FURRING RCCIN�, C (� HARDENEDCOIL 8 0/C GARAGE DOOR BUCK V4 DIA TAPCON MASONRY , I 1/2" EMBED., 4 END DIST MASONRY . �NgIL TO MASONRY/GONG NO WASHER FASTENER E:'OIC 1 1/2" EDGE DIST SGD AL EXT DOORS CASE HARDENED COIL 9' 01C WINDOW/DOOR! FASTENED GARAGE DOOR BUCK 3/8 DIA OR -172 DIA EXPANSION BOLT 1W O/C (318 DIA) - 4" EMBED., 4" END DIST, 1x PT, SEE NOTE 6 NAIL 1 112': LONG STAGGERED INTO MASONRY/CONC: :TO MASONRYICONC 24" O/C.(1/2 DIA) 3" EDGE DIST. ,. ..W/WASHER ,. WINDOW BUCK CASE HARDENED COIL 8",O/C 'NDOW/DOOR/ FASTS N WIFASTENED --METAL STRAP TO A CONTACTTHlS ENGINEER FOR SPACING ix PT SEE NOTES NAIL 41/2 LONG : STAGGERED IMOMASONRY/GONG. MASONRY/GONG REQUIREMENTS R �.! /l :V: J EXT S GDOOR WT11 3A6`DI �) A "TAPCON" 18' O/C 1 i/2" EMBED'8 END. A I NON R NG WOOD 1A " EXPANSION EMBED 4 END BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER DIST 1 1/2 EDGE DIST WALL TO CONC SLAB T W! WASHER BOLT 24, O/C DIST,, T, 3" EDGE DIST 2x PT WINDOW BUCK q 938^PqF x 3 9I09" O/C 4 END. DIST 1 ICI PT TO STEEL COL., SEE NOTES 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 MANUFACTURER's SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED - 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE 81jf?KS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR: WINDOW FRAME. EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAIAIg.. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAP@PNS OR RAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ) y r1 �Ia 04 O U F Z � a:1 � U F 0. IK 111 a y 4 tll W F "+ I A i c 3 ` :::3 T '., 1 t3 of A4N,, CREEKSIDE PHASE 2 LOT W0 PROJECT* 4321.201 110R1 MODEL 4EHB 2605- HAYDEN" GARAGE SWING: LEFT PAGE: M I.; DETAILS c 60 MPH EXP. rOTIAITARCHITECT.E OF FLORI DA 1 Y l _ APR 0 3 2021 MICHAEL C. ANDERSON AR NO 17305 . a"`� + DATE: 02 09 21 SCALE:1/4" 1' 0" SHEET S I