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HomeMy WebLinkAboutBuilding Plansre� ■ - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY 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 ONSTRUCTION BASED ON THE DRAWING SET. I90 � L � S I� I I A�V�l� q _,1W��N0\�Nf\. 1430 CULVER [DRIVE NE, PALM BAY, FL_ 32907 DESIGN CRITERIA: -11ORMA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • CHI.IIJ S LIVING 1141 SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI 93 SQ. FT. TOTAL 2281 SQ. FT. A/C VOLUME 150242 CU. FT. Tel= (321) 733-7092 ABBREVIATIONS Fax: (321) 733-7972 ABV. ABOVE. LAV. LAVATORY A/C AIR CONDITIONING LTTM. LLMINOUS ADJ. ADJUSTABT.L M.C. MEDICINE CABINET ALT, ALTERNATE MFR. MANT TFACTURF.R AMP- AMPERAGE MIN. MINIMUM BD. BOARD MT. MFEALTHRFSHOLD CL CENTER TINE MTD. MOUN USD CAB. CABINET MTL. MIt IAL CLG. CEILING N.T.S. NOT10SCALE CLR. CLEAR O.O. ON CENTER CONC, CONCREIF PT. PROPERTYLINF, CPT, CARPET P.B. PUSHBUTTON CT CERAMIC TILE PH, PHONE D- DRYER PLY. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA DIAMF.TTR PT PRESSURE TREATED DIM. DIMFNSION R. RISFR DISP. DISPOSAL RAD. RADIUS DP. DF.TP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR U.S. DOWNSPOUT RM. ROOM DTI_ DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORD, EXT DR EA EACH SD. SMOKE DETECTOR ELEV. ELEVATION S-IT SINGLE HUNG EQ. EQUAL SHT SHEET EXIT _ EXHAUST SHTHG, SHEATHING EXT, EXTERIOR SHWR. SHOWER F.O.lFX. FIXED GLASS SIM. SIMILAR P.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING CLASS TER- FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F 1, GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE FIT. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W.- WITH INSUL. INSULATION WD. WOOD IN INTERIOR WDW. WINDOW W-H WATER HEATER W.L WROUGHT IRON REVISIONS DATE DESCRIPTION 01/05/16 BID SET ISSUED 0145/18 2011 FBC UPDATE 0149/16 BID SET RE -ISSUED 04/15/18 FOOTING REVISIONS PER M. BOWES - 02/2249 PLAN MAINTENANCE 04/25A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/25A9 REVISED NVAC VOLUMES ON SQFT CALC SCHEDULE 05/06/10 ELIMINATED LEDGERS AT ENTRY- ELEVATION 'B' 06/03A9 ADDED DOORS TO OWNER'S BATH WIG AND WATER CLOSET 06/1149 ADDED LED LIGHTS a KITCHEN < BATHROOMS 11/15/19 ADDED COCOA PLUMBING RISER 01/01/20 REPLACE USP CONNECTORS WITH BIMP50N CONNECTORS 0240/20 ADDED STONE VENEER TO ELEVATIONS 'A' AND 'B' 04/08/20 ADDED KNEEWALL DETAIL ELEVATION 'B' 01/01/21 2020 FBC UPDATE Reviewed for Code 91 Compliance Universal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATION "A" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—HVAC PLAN PG D 1 —DETAILS (SHINGLE) PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAIS—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.1B—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2--LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG SN1—DETAILS DESCRIPTION DESCRIPTION d \\ ; pk\" SUBDIV. ee LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. ARCHITECT- STATE OF FLORIDA -IFEB262021 MICHAEL C. ANDERSON AR NO 17305 rc "N a DATE: 02 25 21 SCALE: 1/4"=1'-0" SHEET C I ,k NERAL NOTES ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ' 1 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS' SHALL BE D. TRUSS PLATE INSTITUTE: D DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE 1,NATIONAL DESIGN STANDARDS FOR LIGHT. METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. A1. - THE ENGINEERED WOOD ASSOCIATION: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. ENGINEERED GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL PRESERVERS F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 2 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL; CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3, MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING SHALL BE PER STRUCTURAL; SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING PLUMING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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. 8. STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL MAKE NO STR U 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. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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. GARAGES AND CAWOM 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES; INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERING$ 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 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 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 SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.. 1-318 INCHES THICK, OR 20 MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTSTHE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1f2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE, ASTM-C926-18b, ASTM-C1063.19a &ASTM-C1787. ' 4. Y NOT ATTIC AREA 8 0 AS PER SECTION R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS C I E TM- -106 a & R703 7 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NO T LIMITED TO 3. -LATH & ACCESOR ES R AP S C 3 9 LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -.OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "LI' FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. 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 MNBTRUCTION 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1l4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND .AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ' Reviewed for Code Come lance t Iniv%rsaf Engkneering CONTROL DATE: 12/10/20 (RM) <.. •c .c .-..- PnH�m T . x. eL+'Y. (.% f.{t '?i �{' o�•�"r-l�bu .'tTSr--..Pg �.�i. •�.'�F�i' : o-"�' _.-..�.. .i w, �hrv:. _ -. � . .e...... ... ... �. .a_in 2194 HWY A1A, SUITE 301 INDIAN HARBOUIR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:^ 0003325 I i " I <II `i k� I k I +g 1 ' = r , s � � I SXMDIV. ae LOT: CREEKSIDE PHASE 2 f LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 1 "EASTHAM" GARAGE SWING: LEFT f r` PAGE: I GENERAL ' NOTES 60 MPH EXP. 1' I G ARCHrrECT- STATE OF FLORICDA� FEB 262021 MICHAEL C. ANDERSON AR NO V305 DATE 02/25/21 SCAT :1/4"=1'-0"' SHEET G GROUND WIND DESIGN SEISMIC auCJ=L.I I VAMACAC nwl SNOW SPEEDd TOPOGRAPHIC DESIGN WEATHERING" FROST LINE TERN LOAD (MPH) EPr'I=CTSk CATAGORYY DEPTHb NA 160 C NA NEGLIGABLE I NA IvERY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FBC R302.20 THROUGH FBC R3029A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 III e e 25-SH EGRESS N1 I NTER ICE BARRIER FLOOD AIR MEAN >ESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP REQUIRED'' INDEX' TEMP? 42 NA SEE SURVEY NA NA 40' - 0" I.1' -8" 12'-0'[ 36'X60' —� SHWR. PAN T. C. 4' - 0 / ENCL BATH #1 s BEDROOM #1 8'-8' CLG. m — ,�• T. C W.I.C. s'-8' cLG ti . to 1R-ISH WG' TUB W/ a 61 7 SHWR _2 ro I`o X 10, �� 1 _2; -6IV IV6 _2 in N� G 9 BATH #2 zT 'k5 rvul HB BDRM.#3 8'-0' cLG. 8'-8' cLG. co N 2-6 s 7_ C. 3 -11" 0 ---- IR-18H 1 9'-4" 8'-011 y'-4 25-SH EGRESS Fal LANAI j 7.1 6068 S.G.D.❑ 1/1'-41 GREAT ROOM 8'-8' CLG. C N DINING aRWMLG d) 01 FLOW-THRU s❑ 0 0 � e ro Iwn o 22'x54' i a A' I CCSS I D] I O L—A--E--J _ BOLLARD �r�Ii�ii MCHBN PER BLDG.AS REQ. 5 -I �OfKii 8'-8' CLG. CODE ENTRY �, I NOOK r Y 3, 01 3'-011 -011 16'-0 '_0 3 _8, 6 _01f 31_81, 20'-0' 6'-8" 1 401-0" GARAGE S'-8' CLCs. iY 7 Yh t d.y GA E 1 CX)FS z : 3 ? 4V ,��„ SQ.FT. CALL, S LIVING 1'141 SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI 213 SQ. FT. TOTAL 2287 SQ. FT. A/C VOLUME 150242 CU. FT. MASONRY/FRAME WALL LEGEND W-8" BRCS 11'-8' BRG. 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' !. -ALL EXTERIOR DOORS TO BE 6'-8' '.. UNLESS NOTED OTHERWISE COWOIBII AND CLAIMING WIND LOADS BASIC WIND EIFOSURE FOR 3 SECOND GUSTS OPENNGS SQUARE ZONE 100 WH WI D W0 RT3rfAR1C8 AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA J SCsD. MIN, 41 5 31/-39 - CRITERIA I 16010 O.P.D. 112 5 282/-31B .� L "0'' BASIC WIND SPEED MPH 160 Vult �I .., - .� bA INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. GABLE ROOFS CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" Itr w fT 41V €PP ROOFS PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE ={{ For`a1 `'~� 'V`3n3'Flai l °FY'°• '�3,0 s k4 OR NOMINAL WIND LOAD. VALUES FROM THE PRODUCT N Ice. d - :€: t z to .lit ; a, . MANUFACTURER. ' CONTROL DAIB OVW21 FIGURE R301.2(7) COMPONENT ANDCLA00fit P E'S$URE:ZONES DBL. TOP PLATE 0 A BAR -DETAIL lmyng Reviewed for Code Compliance Universal Engineering Sciences - 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 ��� I■I�IIIIIII'�® '� vsDIV. 8e LOT: 2 CREEKSIDE PHASE 2 LOT #120 y PROJECT2j: r� 04321.201 120R1 MODEL: 1756 "EASTHAT GARAGE S WING: , LEFT PAGE: FLOOR PLAN ul _0 MPH EXP. FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 I DATE• SCALE: 1/4IY-11—O" SHEET At 5LDG. HGT. 8'-0" BRG. HGT.,, 1'-0 OPT. COACH) LIGHT B 6' RAISED BAND TYP. 0 -0 FIN. FLR-y N4 0'-8" 5RG. 14GT. P 0'-0" FIN- FLR. a'-S" BRG. I-IGT. TYF 0'-0" FIN. FL 0 Y:: 12 5 F]'ONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING, AS PER FBCR 103.4 OFF RIDGE VENT SHINGLE ROOF 1/�L111, ' S'-8" 5RG. IHGr�T. /I -m" Z48 4 TYP- E' RAISED BAND TYP. I 5 -O' F N. FLR- LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT IHGT IGT4 . $T -0 0 -0' FIN. FLR. OFF RIDGE VENT OFF ROGrz VENT -a" 5RG. IHGT. I IL-12 N N 0' REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH S0 '-8 BRG.IHGT. 11 7t_ 4B 4 TYP. _mri IA v v -__-_ _-_-_ N v FIGHT ELEVATION SCALE: 74 = 70' TEXTURED FINISH -0" FIN. FLR. '-0" 5RG. HGT. 4p -0 7IN. FLR. 0 DECO. DETAIL A Cz. HG1. 'YP. ® FIN. FL12- Reviewed for Code Cornpliance Universal Engineering Sciences MODEL 1756-EASTHAM AREA OF ATTIC = 2503 SQ. FT. NET FREE VENTILATION AREA REQUIRED1/ 300 REQUIRED VENTILATION AREA = 2503/300 = 8.34 SQ. FT. 8,34 = 1201:44 SQ. IN. MIN. REQUIRED VENTILATION IN - .4X 1201.44 UPPER PORTION OF ATTIC - 480.576 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PE'R VENT(net free area) TOTALttOF'VENTS REQUIRED = 348 TOTALMOFVENTS PROVIDED = 4 SOFFITVENTILATIONAREA 7 SQ. IN. PER LINEAR FT(netfree area) LINEAR FEETOFSOFFIT REQUIR'EC' FRF� 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELEVATION "A" 60 MPH EXP. ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 25 21 SCALE: 1/4"=1'-0" SHEET ml I i ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP 5111 POLE IIOV OUTLET IIOV aJTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EWUIPED WKnRND FAUL INTERUPiER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP ETECOUXINID RPROOF FAULT GFI CUTLET INTE SWITCH SWITCH 3-WAY OPER. 64 SWITCH 4-WAY OPER L%1 WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT ©VF LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN 1 CFM PER so. Fr. VENT. FAN W/LIGHT 1 CFM PER 80. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT RES WRAP ® AROUND AROUND (REGRESSED) FLUORESCENT LIGHT 2-BUL5 WRAP AROUND (SURFACE MNT.) -� 2'FLUO111ESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL METER BAIT. BACK-UP OSMOKE 5D. DETECTOR w/ HARDWIRE WALL Mi IUli GATT. BACK-UP SD. SMOKE DETECTOR W/ WARDWIRE ® S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO BATT. BACK-UP W/ WARDiWlF'2 LATER -CONNECTED SHALL BE A DISTANCE of NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAB CUTLET ► TELEPHONE JACK WATER HEATER KaNITION SOURCE TO BE ELEVATED DISCOWECT MIK • AIR CONDITIONING TO 5E 210V UTLO. � DISCONNECT SEE THIS BHEET TV TELEVISION JACK CEILMG BOX RECUIRED OTO J J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRED TO BE SUPPORTEDTEDININ CEILN6 FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT F OPT. SECURITY KP KEYPAD Pa PUSH-BUTTON FOR CHIMER -► use PORT • LOCATION OF TV JACKS ! PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F15CE 1TH EDITION (2020) 1 NEC 210.72 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • I81-ANID (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISO.3 FBCR 1T14 EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEPERS • WIRING METHOD BHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (20201 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER ANQ 15% OF LIGHTING MUST BE ENERGY EFFICIENT T"OE_PER F5CENERGY CONSERVATION (RESIDENTIAL ENESOY EFFICIENCY) 2020. 1th EDITION R404.1 METER FIELD VERIFY LOC. 0 0 i i OPT - COACH LIGHT �------- ELECTRICAL PLAN SCALE. 1/4' = 1'-0' PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#2/0CuTHWN&1-#6Cu(G)in2" C. OR 3- #4/0 AL THWN & 1 - #6 Cu (G) in 2" C. Nine Pore Bkr Description Watts Circuit Circuit Watts Description #12 1 20 Small Appliance__--_ 100 1 2 8000 Range 912 1 20 Microwave/ Hood_ 1800 3 4 #12 1 20 Small Appliance 1500 5 6 Space Space #12 1 20 Refrigerator 1503 7 8 #12 1 20 Dining Receptacles AFCI 1503 9 10 1200 Disposal GFI #12 1 20 Bath GFI Receptacles _ 1203 11 12 1500 DishwasherGFl #14 1 15 Foyer / Hall Ea30 13 14 5000 Dryer #14 1 15 Great Room ,' Din. Light / Lanai AFCI 900 15 16 #14 1 15 Kitchen Lights / Pantry ! Diop AFCI 900 17 18 1500 Washer GFI #12 1 20 Bed 92 / Laundry AFCI 1203 900 19 21 20 1000 Garage tabor Opener GFI #14 1 15 Bed #3 /Bath #2 AFCI 22 1200 Garage Lts & Recepts. GFI Space 23 24 900 Owner Bedroom/ SD's AFCI Space 25 26 900 Owners Bedroom / W I C AFCI Space L7 28 1200 Exterior Lts & Recepts. GFI Space ---- - 29 30 Space Space 31 32 Space Space —_ _ _ - _ -_ _-- 33 34 Space Space 35 36 Space Space 37 38 Space #6 2 60 A/C AHU-1 (Heater 10 KVA at 65,n 9600 39 40 4400 me A/C C.U.-1 41 42 Demand Factor Calculations: Total load subject to demand factor First 10000 watts at 100% Remaining v-iatts at 40% Total A/C load 10% for future grrnvth Total Connected Load Watts Total AMOS i tetts / 243 wltsl 23400 50200 26800 to 50 1 2 1 1 2 1 1 1 1 1 1 Wire #6 #12 #12 #10 412 #14 40 1 #8 / line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER 8 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD 115.4 General Lighting & Receptacle Load Total A/C Square Feet 1756 General Lts & Rec 3 W / Sq. Ft: 5268 Hi -Hats 19 at 65W/Li ht at 100% 1235 General 6503 Ckts# tts/ck Total watts General Lts & Rec Panel A 1 101 6501 6503 ----------/ HOOD LED LIGHTING WIRE OUET T 6 D B L . LAV . FOR FUTURE BATH � MICRO 150 A" IP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO Ell f I Reviewed for Code — o Compliance Universal Engineering L o Sciences ZIP LED LIGHTING SINGLE LAV. BATH «2 PROVIDE 302/0 CU, THWN + 1% CU IN 2- CONDUIT OR 3 14/0 AL, THWN + 1% CU IN 2- CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT o OVERHANG.) e COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR -ITH =ITION (2020). 5/8" DIA X 13 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sxmDIV. as LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/25/21 SCALE: 1/4"=1'—O" sHEET El Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. V f 2'-2" �o' 3" 3'-3"-5" FLORIDA 32937 — -- — - PH: 321-802-3591 AA.V. www.abdesigngroup.com 0 0 _ _ _ _ _ _ _ _ _ o KITCHEN AA #: 0003325 N A.A.V.LAV AA V I-I/2 I/TR�r SINK W/ AUTO VENT LAV TUB 2• -- - I LAV i 2 Y WC 2• 2• I 3' 3' 2• 31 W.M. I 2- SHWR 3 • 2 3' 3 , CO TO _ 3 MAIN --___-- i (RIGHT) -6" 7'-7" f„ 20'-2" CO i I ti` I � MAIN ° (ALTERNATE LEFT) I=, I El PLUMBING RISER DIAGRAM - COCOA El �, 0 A m A Ilk oe co ---------- ��?I o` o I I\ 0 r--^ 5'-'I" SUBDW & LiOT: MIT ` --H 11 "'I IL CREEKSIDE L r----„ ------ - ----- PHASE 2 ■ -_ ----- ; ~� - - i LOT # 12 0 co u II o 04321201 120R1 0,- II r------ II I MODEL I I 1756 00 "EASTHAM" El I i GARAGE S VfMG: --u LEFT I PAGE: ° PLUMBING PLAN ° 60 MPH EXP. 0 ARCHITECT- STATE OF FLORIDA 0 0 FEB 262021 MICHAEL C. ANDEMON AR NO V305 PLUMBING PLAN SCALE: 1/4 = I'-0' DATE:' 02 25 21 DATE: SCALE: 1/4"=1'-0" sxEET pI R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT MUL R- 4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 HVAC PLAN SCALE: 1/4 = P-0' Reviewed for Code Compliance Univc.f5al Engineenng Cf9a, rs*s SVSDIV. & LOT: CREEKSIDE PHASE 2 ;l LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM71 GARAGE SWING: LEFT PAGE: HVAC PLAN 60 MPH EXP. PRINT DATE: 02 25 21 SCALE: 1 /4"=1' — 0" SHEET MI PER FLR_ PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS ®24' O.C. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1'-O' 3 5/8' OR 5 3/5' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8, 1/2' DRYWALL METAL STUDS 24, O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO t0 WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ I/4' WOOD TILE FINISH SCREW WOOD BASEBOARD--,_ 1—STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER ELEVATION SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER I -0. ELEVATIONS o.N. R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU 1/2' THICK, 2 COAT PORTLAND ; CEMENT PLASTER APPLIED .�: 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR d . a o. a 'dd d Q a W WINDOW OPENING a SCALE: 1/2"=1'-0' BOND BEAM - SOLID GROUT W/ (1)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA. SLEEVE, DO NOT CUT 2a1PIPE THROUGH BOND BEAM D1) SCALE: 3/4"=1'-0' 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' -1' -0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE iI, ASTM D 486S TYPE IV, OR ASTM D 6-15-1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL_ DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATy� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V -0" FIN. FLR. NOT CUT BOND AM BARS :HULK AND BEAL AS LINE 1, Pvc BLEEvr FOR GAS LINE Cr 2' Carr. WL. BD. ROOD 6ABE 2B GAS LINE THRU BLOCK Dt BGALE: —2X4 SPF 24' O.G. MAX.--­� SECURE W/ (2) 126 NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES ---PER STRUCTURAL DETAILS— StIFF5ACK AT ALL UPRIGHTS PER AT DETAILS 9 qx--PRE-ENG WD.TRUSS PER ELEVATION • CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS • SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION - 5/8' GYPSUM BOARD OR 1/2'— HIGH STRENGTH CLG. BOARD / 4 , a d d. a s' CMU e Sq. , d a. a � • a d W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T, FURRING STRIPS a 24' O.C. in' GYP. WL. BD: WOOD BASE a 1/2' THICK, 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT APPROVAL REQ. VERT`ICALETRACK I' MINL MALE. SLIDE FA FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REQ. B' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. LUD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REEL SEALANT BACKER ROD LEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=l'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE A4 x. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS K2x 777 WEEP SCREED P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR a . d ...a d a Q a Reviewed for Code Compliance 91 Universal Engineering Sciences n TYP. WALL SECTION No OPENING 1--STORY GABLE BLOCK WALL D 1 SCALE: 3/4' a l'-O' Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing Shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall Comply With AAMA I11. All exterior fenestration products shall be sealed at the Juncture with the building Wall With a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or !treater for proper Joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -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 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT: 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 02 25 21 DATE: / / SCALE: 1 /4"=1' — 0" SI3EET 11) 1 TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2, X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT= 0 I] Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING 0 `SECURE 2x4 ON—" FLAT TO BLK W/ MASONRY �O NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT SCALE: Irt'•I'-®' 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 +3/4" OR +5/4" H WINDOW TO BLOCK +3/4" OR +5/4"_ 2X4: IZI 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 4 IS' O.G. MAX SPACING. 2Xb: 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 4 IV 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 4 IS' O.G. MAX SPACING. L� 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 (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +i 1 2" 2X4: IZI 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 4 18' O.G. MAX SPACING. 2X6: CEO 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 4 10' 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 1/4.) WITHIN B' OF EACH END 4 18' O.G. MAX SPACING. yffi]y71 1/2' DRYWALL ❑ I'X4' P.T. NAILER 1/16' 0,5.5. X 4' MIN. f 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 15/16" WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X6: MCI 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 4 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 1/49 WITHIN 8' OF EACH END 4 18' O C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'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 +2 1/4" 1Y�IyNDDOW 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 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CIM 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 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZ'300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X4: SECURE t0 BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CSI SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN 8' OF EACH END 10' O-C. MAX SPACING. 8' CMU, DRYWALL 2X8: CEM4 1/2' DRYWALL P.T. NAILER SECURE TO BLOCK —j 1'X4' W/(2) 1/4' TAPCONS P-T. NAILER DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 -1/16' O.S.B. X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR CASING 4 15, O.G. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E :: NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" T' IYI W TO BLOCK +3 7/16" G Reviewed for Code Compliance Universal Engineering Sciences 2X4: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/IB' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN - HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH WITHIN 8' OF EACH END 4 IS' O.G. MAX END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: CEMON OUTSIDE t SECURED 2X6: 1= ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/16' TAF'GON MIN. I-I/4' W/(2) 1/4' TAPCONS (MIN. 3/16' TAPCON MIN. I-1/4' (MIN. SHANK (MIN. SHANK SIZE .145 SIZE .1S EMBEDMENT INTO BLOCK. SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') 8 CMU EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END e' CMU 4 18' O.G. MAX SPACING. 1/2 DRYWALL 4 10' O.G. MAX SPACING. I/2' DRYWALL - w '• . CMU 2X8: CM SECURE TO SLOGK I'X4' P.T. NAILER 2X8: I'X4' [] 0 •;; ° . 3 1 J' DRYWALL - SECURE TO BLOCK P.T.PiNAILER � :};,-;._;�;. IX FURRING W/(2) 3/16' IAPCONS (MIN. SHANK SIZE .145 POOR CASING W/(2) -1/4' TAPCONS (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. X ••••—"•••—•' w MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 RIP 2)(10 TO MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 DOOR CASING DOOR 8-1/81W WITHIN 8' OF EACH END MEMBER WK2)12d WITHIN 8' WITHIN 8' OF EACH END FRAMING HOLD FLUSH TO 4 8 O.G. MAX OF EACH END 4 6' TO 8' O.G. MAX a 18' O.G. MAX INTERIOR FACE SPACING. SPACNG. __-..-.—__-- OF DRYWALL DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" TNDON TO BLOCK +3" 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 +3 3/4" WINDOW TO BLOCK +3 3/4" ENTRY DOOR BUCK Tr REQUIREMENTS \ i1 1xrs. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHfTECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rXULAN i DATE: 02 25 21 SCALE: 1 /4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' OZ. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • l' O.C. MAX VEERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIRBER BUILDING PAPER APPROVED METAL LATH FASTENED 07' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR -I/16' ZIP SHEATHING SYSTEM NNSTALLED PER a TO }" GAP MIN. LATH SHALL NOT 6' a' e' a' BE CONTINUOUS MIN. I M. N THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.1ll WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWASP • F'T. A OL FOLD INWARD • Pr. A 2. CREASE • Pr. B 3. CREASE • Pr. C ® ®FOLD SHINGLE ROOFING DRIP EDGE: OVERLAP 3'. EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4'Or— MAX O1. FOLD INWARD • PT. A 2. CREASE • Pr. B FO! a LDI OL FOLD INWARD PT. A 7. CREASE • Pr. 19 3. CREASE • Pf. C 4. FOLD Pr. C OVER iK. B TILL PT. C TOUCHES BOTTOM FLANGE RANGE L WATER TIGHT SEAL. FOLD, 22 Hgm CUT. THICK, 3 COAT CEMENT PLASTER nWX E), 1/2' 2 COAT CEMENT PLASTER(CM) WRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) WRB LAYER M, STUCCO WRAP (FO AME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP UM APFMX I V ABOVE SHINGLES (FRAME ONLY) FORAM OR CMU ExfERIOR O/Y'FAl1Al I Pl:QFFI] a 1I WALL FLASHING • • g KIDIC-OUT FLASHING (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM Or- b' ■ VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE MIN. LAP • METAL LATH 16" MIN PAPER LAP BELOW ONLT / LWRB LAYER'2, FORTIFIBER \BUILDING PAPER APER LAP SCALE: 1 1/2' • I'-0' (AKIC KO UT DETAIL F \ Irk\ J1 I TIGHT SEAL (BEND OR R, DO NOT cur) LATH VERTICAL LAP TO BE I' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER h STUCCO WRAP I I �' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP II rr WOOD SHEATHING SYSTEM *Lr-..SPECS.)(INSTALLED PER I' MIN LATH LAP, 4' OVEI ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04"TIll (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM Clill NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC- OR PEEL 4 STICK z z 1� N WOOD STUD: SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER STUCCO — NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LAP ® LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL L22 5 N.T.S. -1/I6" ZIP SHEATHING SYSTEM ( INSTALLED PER OR CMU WRB LAYER #1, STUCCO WRAP (FRAME ONLY) 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4n WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND TO PIPE 1' OR LESS PIPE PENETRATION l�, i'•;`:;::: CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3f fi 'x6' SELF -ADHERING MEMBRANE _ASHING (COMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. _ASHING TO EXTEND ONTO PIPE ;UT AND OVERLAP ONE SIDE OF STEP *2 LASHING ERING MEMBRANE WRB LAYER •I, STUCCO WRAP Will LAYER 62, FORTIFIBER BUILDING PAPER METAL LATH Wx6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE -4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUNT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. NETRATION DETAI (FRAMS ) ' TRICK, 3 COAT CEMENT PLASTER CFRAMEJ, I/2" 2 GOAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER DRAINAGE FLANS (LURB ROOF/WALL SCREED LA'' ER #1) STUCCO UJR F) 5"X5' 'L" TYPE CONTINUOUS UJRB L AN*rE R #2 (FORT IF I BE R ...... GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT E3UILD INCH fi Af=ER) WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, t-ITAL LATH X X X X INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING STUCCO <...; A.:. a WOOD OR 1/1(0 ZIi� UJALL SHEATHING ( INSTALLED PER MANUF. SPEGS-) SELF-ADHESIVE FLASHING — — — — — — NOTE: t*'ETAL LATH: LATH TO BE FER SECTION R103.1.1 /)4ST1„I C-841-14a) 1"I IN. 2.5 L55. FE R SQ. 1')4RD (UTILITY OR NOt"I INAL LATH DOES NOT 1„IEET eFECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdLsigngroup.com AA #: 0003325 SLTBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 rscarM JL 2125 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET 111�/l�II NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD WRB LAYER "I, STUCCO WRAP WOOD CONSTUCTION 8' CMU INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING: TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y'a' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Prior latlrin�and I�asterin� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, orASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING VENT (FRAME) (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER IETAL LATH VINYL CASING BEAD 6' RAISED BAND Ye' TO V MID -WALL WEEP BCFEE12 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LX1 ER 01, STUCCO WRAP) WRB LATER *2 (FORTIF15ER - - - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING; (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM G-54-1-1461, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PEGIFIGATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES ,000D CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTAiL IFPH77 tivGi SPECS.) OR WRB LAYER I0+I� STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER JR VENT (BLOCK) TO Y8" MID -WALL WEEP SCREED BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT k 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :G. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING: ELEC. METER CAVITY TO ESE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM nt cti i>=>= 11 .)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION �o" SELF-ADHESIVE FLASHING: WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) - NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 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 5 T E F #3 WOOD CONSTRUCTION a' CMU 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER *1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 1/0' TEXTURED �RNISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a Z' O.G. MAX �Ye' TO J¢' MID -WALL 1 WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY 7B HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER *I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELTEl I..'.. -,.-.- MEMBRANE FLASHING: OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP \-- WRB LAYER *2, FORTIFIBER BUILDING PAPER ST F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STF=f= #5 5T F F #(o C(9) ELECTRICAL RECEPTACLE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sxnq v. ee LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE STrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 =AJR EL C. ANDERSON NO T7305 PRINT 02 2125 DATE: / / SCALE: 1/4" V-0 A2 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER 3/a' HAT CHANNEL THICK, 3 COAT CEMENT We' TYPE 'X' DRYWALL PLASTER 6' SAP. ® TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED WRB LAYER 01, STUCCO WRAP / THICK, 3 COAT CEMENT �� PLASTER 6' SELF -ADHERE ING 66-WFWC-T80 CUSTOM CASING A FLASHING WRAPPED e TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER "l, STUCCO WRAP WRB LAYER 02, FORTIFIE N BUILDING PAPER y .Y(= -F rr 6' SELF-ADHEREING WRB LAYER of, FLASHING WRAPPED STUCCO WRAP 6 CORNER OF CANTILEVER `.\ ° 4' POSITIVE DRAIN AMICO AM66-WFWC-180 Y UZEP SCREED CUSTOM CASING BEAD NO GAP INFIELD (SHOUAN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. IO SCALE: 1 1/2' = I' -0' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: 1 iETAL LATH: LATH TO 5E PER 5ECTION C-8.47-14a, 1"11N. 2.5 L55. PER 5Q. YARD (UTILITY OR NOl IINAL LATH DOES NOT 1"IEET SPECIFICATIONS) NOTE: IF ZIP SI-IEAT ING SY IS INSTALLED, EASE EEE MANUFACTUIRE.RS INSTALLATION PROCE RES 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 11D DRIP EDGE INSTALLATION NOTE: IF ZIP SHEATHING SS EM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRO E URES 5/8' TYPE W DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER S�Ji►�7��I�3� ►1 ���=7� 17 11 VINYL CASING BEAD EDGE WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER e1 -WEATHER RESISTIVE BARRIER °2 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING OR ln6• ZIP I NEATHMG SYSTEM (2) 2x12 HEADER U 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER "2 i' THICK, 3 COAT CEMENT PLASTER �METAL gLAET�H��. dR ?1nZI#"�S ' AE� SYSTEM 1��, ftwggx ��.wu�. s ecs.) VINYL CORP. 4' S POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER "1 WEATHER RESISTIVE - BARRIER "2 i' THICK, 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING ES L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD ANTI]LEVER DR EDGE LEGEND DRAINAGE PLANE (I,UR5 LATER #1, STUCCO UJRAP� UJRB LATER #2 (FORTIF-15ER 5UILDING PAPER) METAL LATH STUCCO WOOD OR -1/16 " ZIP UJAL L 5HEATHING (INSTALLED PER MANUF- SPECS.) SELF-ADHESIVE FLASHING x x x x 14A FINISH LAYER (2 LAYER PEEL 4 STICK)� Co' PEEL 4 STICK ® DRIP EDGE TO DECK I VXI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER, / CONTINUOUS WATER PROOFING let LAYER C2 LAYER PEEL < STICKJ WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' FEEL 4 STICK DRIP EDGE TO DECK---\ t, I AW V P.T. OR SIMULA7 WOOD (TREX) FILLER, CONTINUOUS Ya' GAP FOR BAC ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTUREP 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER biNYL CORNER BEAD —� VINYL CASING BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,' MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL CAST_NG A li y WEATHER RESISTIVE BARRIER 01 r WEATHER RESISTIVE ..11011-04EMruwa i BARRIER e2 ArAwr row CLAWY DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF :p ! SEALANT,)¢' MIN. J SPACE FROM DRIP / FACE TO TREX VINYL CASING BEAD WATER PROOFING let ! V LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO i CANTILEVER i' THICK, 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE 1. BARRIER "1 WEATHER RESISTIVE BARRIER *2 4' pOSItIYE DRAIN WEEP ScEEP (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING IS) 11, O.G. MAX. WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH L?L UMN SHEATHING EATHER RESISTIVE BARRIER 'M EATHER RESISTIVE BARRIER "2 ' SAP. \ PEEL 4 STICK -11(ix3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER ju SET IN FULL BED OF ROD 4 SEALANT SEALANT,14' MIN. SPACE FROM DRIP T. FACE TO TREX VINYL CASING BEAD 1. r I.: 00, WATER PROOFING let I LAYER (2 LAYER PEEL 4 STICK) QAwri- WOOD SHEATHING WRB LAYER *l, — STUCCO WRAP WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN COLUMN SHEATHING PEEL 4 STICK 6' SAP. I N,2'x3' 'L' FLASHING S B FLOOR FULLY EMBEDDED IN - k ROOF CEMENT I Y2' X 3' 26 GA. GALV. •—•— METAL DRIP EDGE I VXI V P-T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, V MIN. CONTINUOUS I SPACE FROM DRIP Ya' GAP FOR SEALANT ! FACE TO TREX VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING let MODIFIED SO LAYER (2 LAYER PEEL 4 3/4 RESILIENT j STICK) WRAPPED FROM HAT CHANNEL 1 BALCONY DECK TO VINYL CASING BEAD I CANTILEVER I i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL j METAL LATH W/TEXTURED 4 PAINTED I WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED O GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION (9COLUMN (W�/" L" FLASHING SCALE: NTS WRB LAYER #2, FORTIFIBEIR BUILDING PAPER\ METAL. LATH -� i' THICK, 3 COAT CEMENT\ PLASTER - 6 "SELF -ADHERING FLASHING DRIP CAP WRB LAYER 02, FORTIFIBI=R BUILDING PAPER WINDOW FLANGE WIRE�L�YER 01, O R N E R BEAD FRAME STUCC:WRAF` DRIP CAP WINDOW FLANGE 15]g CASING BEAD @) WINDOW ( FRAME, NO BAND) 2 1/211 CORNER BEAD (FASTENER 8 SPACING Is O.C.) 1 A -p)CORNER BEAD 1 I LJ J CMU 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO )"MASONRY kfe-0) B I -I O Cy K NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER i METAL LATH (EXPLODED is THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) STUCC�RAP ! WRB LAYER e2, FORTIFIBER BUILDING PAPER - . METAL LATH I 1 . THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING �� ' ' � FLASHING Reviewed for Code Compliance hu Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngrou p. co m AA #: 0003325 StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 25 21 SCALE: 1/4"—V-0" SHEET WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH ' THICK, 3 COAT CEMENT PLASTER (0 "SELF -ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP WINDOW FLANGE 15C NVTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS iwict Al i wti�wi a=�liotc VIEW FOR CLARITY) WRB LAYER "1, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER *1, STUCCO WRAP WRB LAYER 02, F01RTIF15ER BUILDING PAPER METAL LATH 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER` METAL LATH ---- ' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD WINDOW ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER *1, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER g" THICK, 3 COAT GEMIENT— PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES UJOOD 5NEATHINC3 Y4" GAP Tr'P CASINrz BEAD TO TRIM IX TRIM MEMBER e STUCCO TO SIDING TRANSITION SIDING 7 THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER 15UILDI1NG PAPER WOOD SPEATHING WRB LAYER "1, WRB LAYER �1, STUCCO WRAP\\L STUCCO WRAP CASING BEAD 6' SELF - ADHERE ING FLASHING OR PEEL E STICK SIDING TO STUCCO 18 CASING BEAD (CRO.S SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE — BARRIER 02 W�6XREV4EALP SIDING W SELF -ADHERING — FLASHING STARTER STRIP — SEAL OPENING GALv'D METAL— Z' FLASHING I Y4' X 6' SIMULATED WOOD TRIM MEMB STUCCO CASING BEAD / SIDING TO STUCCO Ca) BLOCK TO FRAME 19 TRANSITION 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 01WEATHER RESISTIVE BARRIER °2 6' SELF -ADHERING FLASHING GALV'D METAL Z' FLASHING DO NOT CAULK OR SEAL OPENING 6' SIMULATED TRIM MEMBER NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.� LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Xr I WOOD CONSTRUCTION WR5 LA, ER # 1, ! I /'� I WOOD SHEATHING STUCCW O R,4Ip WEATHER RESISTIVE—--, BARRIER "1 WEATHER RESISTIVE � B{ARRIER W2 i WfR5 LAYER #2, FORTIF15ER W%61�XALPSIDING� 51J I L D INCB I=ARE R ir- DHERING 1 IET,AL LATH STARTER STRIP DO NOT C.AULK OR (EXPLODED all THIC1G, 3 C0,4T CE1"IENT GALVV METAL VIEW FOR PLASTER Z'FLASHING CLARITY) WOOD TRIM MLEMBER—/ E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING CASING BEAD 0) RAISED A BAND (]FRAME) 17 SCALE: 1 1/2 " =1' -m" SEALANT WINDOW FRAME 2X FRAMING MEMBER 6' SELF -ADHERING !` FLASHING WEATHER RESISTIVE R M TO LAP W MIN. ABOVE TOP OF 'Z' FLASHING WEATHER RESISTIVE I BARRIER '1 z \ w \ / BARRIER RESISTIVE \ \ / \ \ 02 GALVV METAL 1 Z' FLASHING / DO NOT CAULK OR NG SEAL OPENI WEATHER RESISTIVE BARRIER 01 TO LAP V MIN. ABOVE TOP F 'Z' OFLASHING A. X 6' SIMULATED / WOOD TRIM MEMBER SELF -ADHERING FLASHING SEAL GAP W/CAULKING OR APPROVED SEALANT WEATHER RESISTIVE "I BARRIER E-Z BEAD VINYL CASING (W/%1 FLEXIBLE PVC BACKER ROD) STUCCO WEATHER RESISTIVE BARRIER "2 WEATHER RESISTIVE BARRIER 01WEATHER RESISTIVE BARRIER "2 SIDING TO ® FRAME TO FRAME n TRANSITION SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP ----------------------------- 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAVER *2, FORTIF15ER DETA BUILDING PAPER E-Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACKER ROD) —WRB LAYER *1, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING WOOD SHEATHING , IL BELOW EXPLODED i i FOR CLARITY --------------- y4" CHAP TYP / CASING BEAD TO WINDOW THICK, 3 COAT CEMENT PLASTER i MEtAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I 6" WIDE PEEL 4 STICK I OVER FLANGE BEAD VINYL CASING (W/3/9' FLEXIBLE PVC BACKER ROD) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 8 BUILDING WRAP BEAD WINDOW CASING Reviewed for Code Compliance Universal Engineering bu Sciences LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER —' — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" Z°IP WALL SHEATHING (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING — — — — 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMDIP. 8a LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021- MICHAEL C. ANDEFWN AR NO 17305 J PRINT 02 25 21 DATE - SCALE: 1/4"=1'-0" SHEET 2x6 SUB -BAND W/1 "x4" NOTCH 9 END, WRAPPED PEEL 4 STICK DRIP EDGE 7/8" TEXTURED FINISH -a WOOD 1/2" TEXTURED FINISH -8 GMU 629 i� I� I� I� f � I � 1 METAL FASCIA i WRAP Ys" FROM �1 STUCCO, 1" FROM WOOD WALL � 1 EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X(o SUB BAND ONLY `\ f � ELEVATION AN A 1 METAL FA 2X6 SUB E ROOF KICK OUT REMOVED �1 FOR CLARITY TROOF DECK (BEYOND) `A DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) -1/0" TEXTURED FINISH a WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 •, END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH G UIOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR cMu U1R5 LAYER "I, STUCCO WRAP (FRAME: ONLY) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - o ll SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL @ WALL ----- -W / K I O K— O U T FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAY2Hx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY < �iences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE 50TTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT III ROOF EDGE OMITTED FOR CLAi�R[TY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 M0DEI. 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 ratiaar a ]DATE: 02 25 21 SCALE: 1/4"=1'— 0" SHEET A6 v co Y v M O O v 4" CONC. SLAB CO' T OP OF d r9 SLAB T-6" 0 N cV 40'-0" 30'-8" 9'-4" 14'-0" iz 12'-0" 4'-8" 8'-0" 11'-4" _i/_F 1-24X24 FM-12x12 3— _ FM-12X18 - "WT o " r N IN L U- waa NI 4"CONC. Lu SLAB o a ILL 0 C)N t Co LL 61_211 r 1 EXTEND FM-12X18 1•i SLAB 1 1/2" v a 0101, I TOP OF N I SLAB N, of I. I Co ❑IN I I o oI 1 1., 17'-6" 21'-10" I' El cc rCxo O I V oCD u_ 4" PVC %' N CHASE, v 12'4, 4 / 2,_8„ 3.4„ 20,_B„ • �— TE1— I -- — 5112 EXTEND N w 1 SLAB 1 1/2" EXTEND ° o SLAB 1 1/2" `r FM-12X18 N 2'-6" o o� I5 I 1'-7" 3'-5" 1'-8" I ° LL 4" CONC. a W SLAB I� Co I�a 1/2 N I FM-12x12 *3 I� IN 0----J . I� ILL N OD L U1 I a CN 1 2 1.1 1.1 U LL _ I zo 2 FMC-12X18 FMC-12X18 & FM-12X18 A' ti M 7 1/2 N 0 FM-12X18 N FOUNDATION PLAN SCALE: 1/4 = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT: 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING: 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. - 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.DINDICATES #5 BAR, EIINDICATES #6 BAR,RNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C; MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULEry SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER 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 181, (2) #5's FM-12x12 12" CONTINUOUS 12" (2)#6s TE-1 8" SEE PLAN 8" (1) #5's FMC-12x18 12" CONTINUOUS 18" (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5 s (_)0-_0" F1-24x24 24" 24" 12' (2)#5's (2)#5s (_)0'-4" SECURE STRAP T❑ ABC SIMPSON WB CONC. W/ UNIT ROLL STRAP OR EQUAL @ EACH (CORNER TAP —CONS jz OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A f C CONNECTION TO PAD DETAIL Reviewed for Code 91 Compliance Universal Engineering Sciences ?,' CREEKSIDE PHASE 2 LOT #120 ,I PROJECT# 04321.201 120R1 MODEIz I f OL) t3 "EASTHAM" GARAGE SWING: LEFT i PAGE: i FOUNDATION PLAN 60 MPH EXP. ARCH1 CT STATE OF FLONDA ; FEB202021, MICHAEL C. ANDEFWV4 r AR NO 17305Jll DATE: // PRIM°02 25 21 SCALE: SHEET S1 Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q Lu mW U 00 J U - Z' 8" CMU WALL O io 0 SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER (1-STORY) W/ 1/2JOINT (WHERE +�' ^ 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE FOR WXD, BAR SIZE c.i AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=T-0" Z l• STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS m U W U Q p 8" CMU WALL +- 0'-0" r o Z TOP OF SLAB TOP OF SLAB e ' a - VARIES BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" _ #7 42" ` e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) JOINT (WHERE •-O ' i SEE SCHEDULE APPLICABLE) z_ a'FOR WXD, BAR SIZE AND BAR QUANTITY cV r,-*N\EXTERIOR MONO -FOOTING @ GARAGE SCALE: 3/4"=1'-0" o o- 2" CAPPED > 0 I NEW REINF: BAR GALVANIZED PIPE O a SECURED W/ 2- PART W/FLANGE @BASE a I EPDXY. MIN. EMBED J Q 8", LINO J p FOLLOW ALL MANF. Q m Y I SPECIFICATIONS FOR Q USE AND SECURE FLANGE TO I=— Co „ PREPARATION OF SLAB W/(4) 1/4"X21/4" Z `r HOLE TAPCONS W K W Cl) CY 0 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) BOLLARD LAP P PLATE A MIN. OF 48" AND N L W/ 16d COMMON NAILS, 2- OWS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO BEARING WALL W/ SYP No 2 TUDS SEE PLANS FOR SPACIN SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT OF SLAB a .a SCALE: 3/4"=1'-0' VERIFY HEIGHT /LMETAL /PLAN LOCKING T. P E TO d SONRY NAIL GERED. L METALORS NOT WHEN NORESENT. -SEE SLAB SCHEDULE SEE SCHEDULE )� FOR WxD, BAR SIZE F - D BAR QUANTITY INTE R FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (N O P L I FT) ADDING BAR TO MONOLITHIC FOUNDATION Z [UALt: 314"=1 -U' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � I04 .00 00, 00, " SEE SLAB SCHEDULE _Z Z q e _ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 00 • . POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB °A 1 SEE SC H ULE FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30„ MIN. EACH WAY MONOLITHIC FOOTING a y s IV -rT-. D_ D D v + s ` Iv FM r . CORNER BARS, SAME SIZE AS LARGER BAR v.J.1 $. > IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS D ° SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS LL v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL X P PLATE A MIN. OF 48IL W/ 16dCOMMON2-ROWS, 4"O/C BTM. OCCUR OVER STUD2x DOD BEARING - / SYUDS SE LANS FORG. SINGL TM. PLATEPT. PROVIDE L. TOPN SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" TOP OF SLAB a VERIFY HEIGHT OF WALL W/ PLAN 9 i•]1F/lqN ]Si1dA 'U BT. P TE TO SLAB W/ 9, E ANCHOR W/ 2" ET IN HIGH STRENGTH -1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE y o e. a q a e. • A o •A EQ. EQ. SEES EDULE FOR WxD, R SIZE AND BAR QUA TITY 7 TERIOR CURB FOUNDATION WOOD LL SCALE: 3/4"=1'-0" (W/ U P L IPT — STEEL REINFORCING IN GROUTED Q n CELL SEE PLAN FOR SIZE AND 1L SPACING REQUIREMENTS Q v m W U_ c J O o - Z 8" CMU WALL 0 OF ;_LAB'0 e e ' a a SEE SLAB SCHEDULE EXT. PORCH SLAB - d 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION n 6" CHAMFER (2-STORY) JOINT (WHERE : + APPLICABLE)- z_ ^ MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE THRU FOOTING RB FOR ,SONRY ITS SET ELEV: ),l RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-9' 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 U W Of Q OF VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. — ••- SEE SLAB SCHEDULE a.\ ".4 a e • 4 e EQ EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE' 3/4"=1'-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences —T +- 0'-0., e n .. ° -' a a '4 TOP OF SLAB .a e. e e e e Z d - a .a ae W a 4- e ' 'e a4 o p 9 :.. d-jjj� e Y ad' a 'a d a. n.. e 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 11 THRU FOOTING SCALE 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 181, ' #4 24" #5 30" #6 36" #7 42" SUHDIV. & LOT: CREEKSIDE PHASE 2 '1 LOT #120uj ,: PROJECT# 04321.201 120M MODEL: ry 1'756 "EASTHAT GARAGE SWING: LEFT j PAGE: .a I DETAILS Ij 60 MPH EXP. ARCHITECT. STATE OF FLORIDA', FEB 262621 MIICHAEL C. ANDERSON AR NO 17305 ~"film' PRINT 2 25 1, 02 // DATE: SCALE: 1/4"=1'-0" SHEET , c �1e I� PAVERS +_ 0'-0" w TOP OF SLAB SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/2"=V-0" 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 SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" OF SLAB �4 ' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHORW/2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED MIN. @ 16" OC MAX. E SLAB SCHEDULE SEE SCHEDULE FOR WxD. BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (W/ UPLIFT) -- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" T EAD W/+1" NOSE o j --- 8" CMU WALL. #4 REBAR (TYP.) Q ~ coLu cn Lu T .a TOP OF SLAB 4 a -SEE SLAB SCHEDULE O Z - \ 112" RADIUS OR e �e CHAMFER Lu Z Lu OLu d F- LLJ Lu Q_ Lu Z LLI - - 4 ° . O Q ° ° '� a •:e °d-. . ° f Lu �. EQ. ECL SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR STAIR DETAIL CURB FOUNDATION CMU WALL (D[NT�ER�IOR SCALE, 1/2"=V-0" /4"=1'-0" + U_u TOP OF SLAB STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL rSEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=l'-0" Reviewed for Code Compliance UMORRO niversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 ate.. 66 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT* 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON �r2 AR NO 17305 PRINT 25 02 21 DATE: / / SCALE:1/4"=1'-0" j SHEET Sle IB elarW DOWEL PLAN SCALE: 1/4 = T-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3 591 www.abdesigngroup.com AA #: 0003325 M.. h a f tU s F I 4 Fi i ry I� pIV, `l'ODEL: [3PP3R7R0JECT#dl eld 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DOWEL PLAN 60 MPH EXP. ARCHfTECT STATE OF FLORIDA Y FEB 262021 MIC HAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S1. 2 zw �O TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM e 4 q e q o-, a 4 a e a. 4 e a d Q eq Q_ ❑ I 4- HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0' FIN FLR TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" IN OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" #5 BARS 1 0, CIVU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4'=l'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 7 a1 y' z fit{ I� SI �' p 1 RIB. SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEI. 1756 "EASTHAT GARAGE SIRING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHRECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 02/25/21 SCALE: 1/4"=1'-0" SHEET IS 1. 2 iA- FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10AOR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"), 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF 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 (PSI) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — NIA — GROUTED SOLID BB2 MASONRY 3000 8xl6 — (1) #5 (1) #5 NIA — GROUTED SOLID SEE SHEET S2.2A FOR 3 AFE LOAD TABLE DATE: Vr_/ r_L)/ r'1 SCALM:1/4" 1'-0" 81-MET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK SINGLE LINTEL, SCALE: 3/4"=1' SCALE: 3/4"=1'-U' SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT I AS SHOWN CORNER BARS AT CORNER STEP 3 SCALE: 314"=1'-0" MULTIPLE OPENINGS PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. P��rGF�Q- 0Q F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED 13EARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE. WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS 1-0 BE NOT LESS THAN 16" DEEP. J '4'""'" # OF #5S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/OB P.C�Q�� "DMINAL-- QQ HEIGHT # OF #5'S. TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - lT/1M/013 INDICATESA DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - 1T/CM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL I I IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP / OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR LE REINF. BAR(S), AT EACH SIDE STEEL REINF. OF OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM -- LINTEL TO TOP OF BOND BEAM. IF FILLED LINTEL. 8x8 PRE -CAST CONCRETE -- LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING -2" OR 8x8 PRE -CAST CONCRETE LINTEL. W/O STEEL (Ll) REFER TO PLAN FOR LOCATIONS Ex16 DBI_ BOND — BEAM W/(1)#5BAR EACH COURSE TOP OF D BEAM TYP. 8"x8" BOND BEAM TYP. 8"x16' BOND BEAM OPENING SEE NOTE 5 EMN BOND BEAM MASONRY ` BEAM DESIGNATION SCALE: 3/4"=V-0" OF OP PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE..300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18�' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING --- -- SECURE TO SHEATHING W/ MIN. 2-12d PER BILK. EA. END OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" Reviewed for Cade Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV 8e LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHFECT STATE OF FLORIDA FEB262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 07�25�2011 DATE:SCALE: 1/ SHEET S2. 1A Reviewed for Code Compliance a � � , Universal Engineerinc Sciences "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 1 SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-0B 16-1T/OB 1T/OB 1T/OB 1T/OB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH IT 8H61T 8/20-1T 8J24-IT 8128-1T 8/32-1T 818-1B 16-1T118 1T/16 1TnB 8-1TnB 2-1T/1B 8M-2T 8/16-2T 820.2T w -2T &7&2T &w.2T 3'-0" PRECAST 1436 952 3114 4217 5321 we 7531 3'-0" PRECAST 689 1024 3'-6' PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 T708 9031 10000 1569 3524 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4570 5325 6079 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 0079 4'-0" PRECAST 819 1770 2400 3033 3686 4300 4'-0" PRECAST 398 591 4'-W PRECAST 1207 2582 3376 4043 4711 5379 t131 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 51-4" PRECAST 931 1999 2560 3123 38M 4249 V PRECAST 411 411 5'4' PRECAST 1016 1806 2374 2944 3513 4064 4460 7198 7342 5780 8259 1016 _ 2276 _ 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3093 5877 6036 0548 5776 929 2080� — 2503 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0"yRECAST 410 721 6'-0" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8825 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 26M 3191 3685 7'$" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3M 4884 7067 6472 7V 1624 2026 2426 2821 3228 91-4" PRECAST 428 03 1593 2204 A81 2818 2621 V-4" PRECAST 192 384 91-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 672 1318 1643 1969 2164 1 2519 10 -6" PRECAST 388 467 1247 1787 1904 2103 2028 10 $" PRECAST 151 301 10, -6" PRECAST 356 40 612 766 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2868 3830 11'�4" PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 872 644 1312 1742 2252 2606 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 ism2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 ,440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1046 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-" PRECAST 308 303 30 484 575 645 414 1045 1365 1732 2316 2605 3N 700 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-0" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 628 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 16-4w PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1744" PRESTRESSED N.R. 183 " lr-4 PRESTRESSED 187 326 365 451 587 880 300 858 1121 1413 1739 2047 192 506 720 501 1135 1312 1V-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348 430 513 595 235 736 N9 12M 1461 1716 166 429 623 803 950 1098 211-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 637 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 1 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24' PRESTRESSED -0" 124 174 245 302 300 418 129 450 654 824 1014 1147 124 1 319 455 581 687 1 70 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 `A A 140 a` ` e vosAxzz E30 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SUITING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHrm7T. STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1/4"=V-0" SHEET 2. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, 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 TOBEGALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOPOFWINDOW, 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. 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 IIN 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, GIRDER/TRUSS I I TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD I 'I �n-E aA.no I�n1 L.2 I � "-- DIAGONAL END JACK TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION A DISSIMILAR BOTTOM CHORD BRACING @ END 1i1 TRUSS MANUFACTURER / ENGINEER NOTE 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. RI PTAIC 2430 LUGT-2 16ss LUGT-3 3350 DHTA-20 2430 MUGT134 3945 HUGT2� 95]5 HUGET 9aeo LPTA ISIO PAHALLELTO WALL 1470 PE HPENDICOIAR TO WALL MUGTIS 3945 ISIS MTW 12 965 HTWI6 1355 LEGO 4175 4171 LTS20B- 1100 HTT45 41W HT14s 500S UPHD11 14395 PHWA 6525 TDXB YR1O NFM35Xl2U 2580 TIID "I'll" F 3E15 2]1nil"") 3325(125%) xp41mF(CM u) lssp 3DN1 HD210-Z1F(CmU) 1950 PING -31L 10ICM U) 2795 1U11 LGUM262 2125 NE. NP50N M UPLIFT CRAVRY ... FIER 145D (8)10d x11/21 PLY, p)IM 2-PLY, EMBEDC' ,BY$ (12)1W x11,G 1.11, fMSED4" 1R10 (10)10d X11/2'.(RI IWX PLY, EMSE➢42 19m (10)30d X 11/2L(9) 1GI(2PLY EMBE04" 2035 (12)10d x11/2",1-3LY, EMBE04" 2500 (10116d 2PHLY EMBED4 _ 3R05 BLR(5)1/4.'x 3 WedI Anch ors, WOOD(16) 10v 3480 CONC(4)3/8 XS w ag B I a h WOOD(12) 2480 U6) lOd ]1/21 PLYALTEREENU USE OP(2) HTA7 396E h)5/R'A.T.R.INHIGIIIII9GTHEPDXYIMIN.ITI 10690 WBBD IB)i7 MA50NRY(2)3/4"ATH 10G90 w00D(A)90tl, MASONRY(2f 3/P'A.T.A �FA 1 10 PFRPFIN OLNO P2iTL - O um lDe.nln" 1. 2050 12RI P. NEED (36)19d X3W 5.0 1481 EOd X11/1 ]ds pMFM v/2 (IEWJ R21 HT1WTOSTU05 isl EOd TOPLATE. 430 (4)Bdx1V2'TOBEAM,(4)8dx1]/2'TOW .. I -UK tAUN UNUHU CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN SCAI.X: 4LTb CONTROL DATE 01/27/2020 SIMPSCN I(10) End H 11/2' (2h 1N (36)10a Xl1/2` (49)1Cd X 1 PIP (sl sa TO PUTEs (Bl ea Tosrvrs (Mic,,x11/2"TOsTuDs (4) 8d x 11/T' TO BEAM, (A(8d v 31/2"TO P05T. 4940 112SjIOdTOTYUSs;(101 W53 WOOD SCREWSTO POSTW/5/B"rxREADEDROD (165DS1/4 ai TO WOOD, (33/4STUD HOLTEW/ THREADED ROD, (2) NUTNWASHEW2PLY 2300 ]]50 (115/e ALR. IN HIGH STRENGTH EPDXY, (MIN T EMBED) IN GONG,(12) ITS TOWOOD (]) SIT' AT.R. IN HIGH STRENGTH EPDXY. (MINT EMBED.) IN CONC(121166 TO WOOD 2190 16205 (1) SIT AIR, IN HIGH SIRENGT H EPDXY,(MIN. TEMBE D) IN GONG,(12)1W TOWOOD (1)5/OA.T.R. IN HIGH STRENGTH EPDXY, (MIN.]" EMBED) INCONC.,(12)1MTOWOOD 1310 (1)3/4A.d.R.IN HICH'STRE NOT; EPDXY,(MIN] EMSE0) IN CONC, MHEd TOW000 (1)3/4ATR.IN'.HIGH STRENGTH EPDXY, (MIN]" EMBED) IN GOING, (31100 TO WOOD 1500 (1)9% AT R IN HIGH STRENGTH E PDXY,IMIN] EMBED) INCONC(10)1Ms].1/YIAW000 (HIP Ar.21N HIGH STRENGTH EPDXY(MIN$° EMBSR) INCONC(9U) IN TOW000 I 4455 (1)5/8AJO, IN HIGH $I PENGTH EPDXY (MIN .] EMOED)INCONC,(RIOLX2]/2' (1)6/8"AS.R. IN HIGH STRENGTH £PDXY(MIN.]"fMBED.)INCONG Ind k21/2" 5090 (1)S/6 A.TR. IN HIGH STRENGTH EPDXY MEN: T EMBED) IN GOING., (26) lEd X 21/2" (1)5/8"AT.0 IN HIGH STRENGTH EPDXY (MIN,]'EMBED,)IN CONC (26)16d X 2 VT' 11810 (OVA.T.P. IN HIGH STRENGTH EPDXY, IMIN 10". EMBED) INCONC.,OPEWSVFIODSCREWS (])1" ATE IN HIGH 9I RENGYH EPDXY, (MIN 10 MEXYEINCONC„(24)SDS%'x2N"WCOOSCREWS (1)F/B" A,10,IN HIGH STRENGTH EPDXY, LIVEN ] EMBED) IN CONE H4) WIN WUGIDSCREWS (1)1/0 A.B. IN HIGH STRENGTH EPDXY, (MIN .]"EMBED) INCONC(BI3/PSTODBOLTSTOWCOD P., (1)PIG` b9 IN HIGHSTRENGTH FPDXY,IMINT EMBFDIINCONCI3)T/S"SNDBOLTSTOW00D (1 1/T )-'®OLT W MINb;' EMBED &NOT LESTHAN A' FROM EDGE OFOONC W/3/4" DO TW UMSET/REDHEAD DYNA" SLEEVE ANCHORO..G W/MIN SEEMBEDINSTALLED IN FAa.(1O10a ATOIST " (1) 314"AT .R. IN HIGH STRENGTH EPDXY, (MI N. 6.75' EMBEDMEM) IN C M.U. TOP, (1) 314 ACT R IN HIGH STRENGTH EPDXY, (MIN .6Gi'EM3EDMENT) IN C M N FACE, (13) 1M TO BEAM 34]5 5330 3433 2ANN0 ) 322D1125%) 11026R HB H EADE F, TIDE) 164 TO WOOD 1D 15C TOH AUHL,(101 End1 WHO) ( ) 2 P. 45W ISS1/ AB WiBXRIws, l011W TO WCUP U4P(28f3/16""YAPPVFn,(10)dW TO WOOD (19)1/4X23/4.. TITEN IT PE R FLAIIGE) TO CMU,(10) 1W TO WOOD S8W 4sW 118)T14 13 WS3 AREWS,pa) III WOOp 11EP (20)3/16"'IAPPE RE,r-77 TOWMID (1a)3/4'xza/4"Trtfx (9 PER FLANGErvcMu,TII)1m rOwaoD 189J 45C0 (IN IN Y.3 WS3.SCR(W5, (SO)]Od TO W000114P 20)3/36"'TiAPPEPI, L'0W 1pI TOWW6 (18)]/4x23/4"TREN(9 Pf0. FLANGE iOCMU, I10)]D]iOWOOD - 1430 559s 14)3/8X4-WE09C 801If An choFS, WWU(4) WEB WOOD SCREWS II)3/ax 4 THEN X O ANCH ORB (2 PER FLANGE)TO GAIL,[)1/4 X 2-1/25DESCRf W5TOW000 IN 1A B3G 3.1 Reviewed for Code Compliance Universal Engineering 93 Sciences ti✓ v 0 0 11Y' CJ1 EJ7 ( E�I C,' 1A � I I I II II II II II 11 II II II II II II II __ -zs�= o CJ3 I u -����- CJ3A I II II II II II II II II II II II 1 ATTACH 4'-0' LONG 2x SCAB TO CJ57.\A n u u u u TRUSS W/ 10d NAILS @ 6" O.C. u u II II =- -� CJ5A (4" FROM EA. END) _ I 1A 1C 3.1 3.1 1A I -� I - = 1A 1A Q ( 3.1 Al eF" - - - 3.1 3.1 O U 'Xz" Z�Q A8 =2x4 BLOCKING BETWEEN TRUSSES 0 O I 8 I I 24" O.C. TOE NAILED TO ADJACENT 00 0 =-= A6 L TRUSSES W/(2) 16d COMMON NAILS of 04 SECURE TO BM: W/SIMPSON LTA2 LL A4USED TO BRACE TOP OF WALL. ---__ ml.-_, 1 ._,-._. m--- ----__ - zo A2 o�PREfABRK'ATED ROOF TRUESQ24'O. 6MAX I � Q 6, A1A U _=A3 1A 0 0 An, o _. ,. - - - - - - - - = - _ _ - _ oLL I Ted' I ti�A fn O - - - A7 - z v s Q m - A9 All 1 i A13 _ ATTIC I 4. A15_ ACCESS �9 I A17 - � 1A EJ2 B1 3.1 C2 - 1A � 3.1 1A h G3 1A 3.1 -" " h'/,o A II u n u u -- CJ5 R ,�� II II II II _ _ _ I II i- CJ3 �.. - u u n u u n = CJ3 C,✓ CJ1 II EJ7 II 1 -iL I�--u--u--�I--�--n CJ1 i FRAMING PLAN SCALE: 1/4" = V-0" 0 2194 HWY A1A, SUITE 309 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 F,.... __ 1 �) a fN r' 1 � I 2 I F� I i II I 1 i 1 I CREEKSIDE J PHASE 2 LOT #120 IT PROJECT# 04321.201 120R1 r, DISODEL: 1756 "EASTHAM" S R AC;E SWING - LEFT PAGE:��� i=? 1 FRAMING PLAN 60 MPH EXP 1 ARCHUECT: STATE OF FLORIDA FEB 2 61071 MICHAEI_ r". ANDERSON AI) ' 17305 :dCi«.P v hh,.s`ivi'ac`.0".-' PRINT 02 25 21 DATE: / / SCALE: 1/4"=1'-0" qq ayW _ A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING. SEE (9) 10d x 1 1" NAILS TO TRUSS z "ROOFM/ALL/FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 Z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x4", (16) 10d x 3 }' 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 g" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/(3)16d'1 GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d 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:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL RUSS/ 1a 1b 1c RC ONNECTOR(S ) ,///—NOTCH DEPTH 1/4"D //—< —HOLE EDGE >5/8" HOLE DIAMETER 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS OLE EDGE>5/8" HOLE DIAMETER < 3/5"D DBL. STUD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16' TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 10d x 1 2' NAILS TO 6", 8" x 4'-D" MAY BE 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 A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) a"x 5" TITEN HD TO CMU AND (12) SDS ' 4"x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)12" x 5" TITEN HD TO CMU AND (18) SDS 4' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2)1" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM, ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" 6'-0" MAX (W/l X4) OR 10'-0" MAX (W/2X4) V c # 1100 UPLIFT SIMPSON HTSM20 W110 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM _ TITEN 2 ANCHORS MINI 2" COVER& 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1 x4 DIAGONAL. BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 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. �'-� D-rrA /-%LJt-N0n D0Af`IAIf` SCALE: Reviewed for Code Compliance Universal Engineering 93 Sciences (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)"X" BRACE SEAMS) 30'-1" TO 60'-0 (3)"X" BRACE SECURE 2x8 PT. PLATE (1)"X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS A TO BE INSTALLED @ 43*=L 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE-3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS 2194 H WY A1A, SUITE 301 a INDIAN HARBOUR BEACH, FLORIDA 32937 e PH: 321-802-3591 I I www.abdesigngroup.con e AA # 0003325 � z'4 2 } 5, z n. F L iURDIV. 8e LOT: / . CREEKSIDE} Is PHASE 2 ks; LOT #120 PROJECT# 04321.201 120R1,— .-e K ' 1756 77 17 EASTHAM I; GARAGE 9WINC;Rn LEFT PAGE:° DETAILS _60 MPH EXP. ARCHf1ECT- t3 ': :)7= OF ELORIDA FEB 262021 j i' I HAEL C. ANDER IN AR NO 17305 PRINT w DATE: 02/25/21 a SCAIJE: 1/4"=1'-0" ( �1,. ET id J' L 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/ 112" 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 n PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN 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 TRUSS a@ CMU WALL SCALE: 3/4"=V-9' STRAP TRUSS TO PL SEE SCHED. BELOW PER ELEVATION A -SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES; DO NOT USE 10dx3" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 112" HIGH STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. SECURE BT PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" OC MAX- 4 9aY9b TRUSS CONNECTION @ L.B.W. SCALE 3/4°=1'-0" ING TRUSS 12 O UUNPILL, 1IUN FL#17239 0' k o. ymalpma Reviewed for Code Compliance Universal Engineering Sciences 10aX10bb 10c�TRUSS/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" 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. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"` A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST Bi\SE <U:1,900 G5.660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLg6 <U:4.565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Sx BDIV. as LOT: CREEKSIDE PHASE 2 LOT #120 PROJECT# 04321.201 120R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHUECTr STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 J rasiar i 2125 DATE: 02 / / I SCALE:1/4"=V-0" SHEET ��I� Imo/ 3. 1 B GABLE -END a� 4 HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) "A"= 4'-0" END ZONE DISTANCE 0 MPH BASIC WIND SPEED. 160 WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4- OF GABLE END. r ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 112" 0.131 F1667 SCREW SHANK 170;000 RING (16-20 RINGS RSRS-03 8d RING SHANK; 2 3/8" 0.113 F1667 PER INCH) RSRS-01 SCREW SHANK 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING z _ USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. � BUILDING LENGTH � ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1)ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON'EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD 16"0-C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" D.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE �V V Co J z W Z (7 Z) O U, W Y @ Q U 2 0 CO 0 z 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z U) Z C7 (0 LU C 1IOd RING SHANK GUN NAILS z SEE "ROOF SHEATHING ATTACHMENT" _ ti TABLE FOR FIELD SPACING u) 0 Z O TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING U) W LU 0 #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ U) @ EQGES & 12" O.C. MAX INFIELD. UNTFjREADED Y SHANK TO EXTEND BEYOND THICKNESS OF 0 00 SUB -FLOOR SHEATHING fV (O _ it TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN. BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 202Q 7thEDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14 BUILDING E R B L G COD REQUIREMENTS CRIPPLERS SILLS ETC. SHALL (� - INE NO. R BETTER. Fb - 1100 PSI A A 2 O P AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402l602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE OR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON H LENE VAPOR ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED. STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS ;AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE. THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347.LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF. CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED. BUT ARE BY OTHERS. SYP#2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.. DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS.. : WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD OOD.TRUSSES: ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT' WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOADFLOORLIVE LOAD 40 psf ' : AND VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20,psf TOP CHORD -non-wncurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR; SEE DETAILS. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD. LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN. ACCORDANCE WITH ANSUASCE 7 88: 1990. r`s 15 psf TOP CHORD 20 psf TOP CHORD (7 psf wl ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL 8E INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE. CONTRACTOR SHALL. SUBMIT SIGNED AND SEALED DRAWINGS. FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING j,. 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL .(ASCE LIVE LOADS:. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT,. SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE: LAYOUTS THAT STORAGE: 20psf,HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES.. THE TRUSS FABRICATOR SHALL LE GARAGES 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4 psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION'. AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR STRUCTURES AND CO MMENTARIES), OMMENTARIES AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. � COMPLIANCE: WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 2000 PSI. BLOCK SHALL BE PLACED USING OF. THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUTREVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM, RUNNING UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND. CLADDING WIND LOAD PRESSURES. THE DELEGATED E ED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. . , WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P81 AT 28 DAYS, UNLESS - DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" :.. WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 10", USE ONLY MECHANICAL VIBRATION - TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M' OR-"S". MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER AST - N U M C 270 HORIZONTAL AND VERTICALMORTAR AR JOINTS: Reviewed for Code Compliance p o EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 /o.OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO Universal Engineerin,. MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE BE FILLED. Scier+,e= SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENG.}N EER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE : GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS 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. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE:. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM - CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi.. STRUCTURAL PIPE SHALL BE ASTM A53/A53M,GRADE B, TYPE E OR S,Fy =. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE : 35 ksi..TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI. REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE, SLAB. '.. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUTLEVELING. ALL - ALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONTRACTOR SHALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S"+/- PRIOR TOTHE ADDITION OFPLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. 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-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ` WATER IS ADDED TO THE MIX UNTIL IT 1S DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL - BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS), & FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1/2 FOR #5 AND SMALLER - 2 FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314 FOR SLABS, WALLS AND JOISTS. 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x9 PT FURRING TO CASE HARDENED COIL all O/C GARAGE DOOR BUCK t14" DIA TAPCON MASONRY 1 1!2" EMBED., 4" ENO DIST, MASONRY / CONC. NAIL 1 112" LONG TO MASONRY/CONC. NO WASHER FASTENER 8"O!C 1 112' EDGE DIST SGD, AL EXT DOORS .CASE HARDENED COIL 9" GC WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK . 3/8" DIAOR 16' O/C (/" DIA) 4" EMBED.; END DIST, tx PT, SEE NOTE 6 NAIL 1 112" LONG STAGGERED lM O MASONRY/GONG. TO MASONRY/GONG. 1DIA EXPANSION BOLT - pq O/C (11/22" DIA) 3" EDGEE DIST W w/ WASHER WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP TO �+ SPACING CONTACT THIS ENGINEER S INEER FOR PACING Ix PT, SEE NOTE6. NAIL 11/2"LONG. STAGGERED INTO MASONRY/GONG. MASONRY/CONC REQUIREMENTS REQUIREMENTS EXT. SWING DOOR (2) 3116"DIA. "TAPCON" 18" O/C 7 1/2" EMBED, 8" END. NON -BEARING WOOD 12"" EXPANSION 4" EMBED. "-ND BUCK 2x PT, SEE NOTE.6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST. WALL TO CONG SLAB W/ WASHER BOLT 24" O/C DIST., 3" EDGE' DIST 2x PT WINDOW BUCK 0.13W PAF x 21/B" 9" O/C 4" END. DIST., 1 1/2' PT TO STEEL COL.. SEE W/ WASHER STAGGERED' EDGE DIST. NOTE 6 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. PAF SHALL. BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED: W/ TAPCONS OR PAF TO THE SUBSTRATE. F. USDIV. 8e LOT: , CREEKSIDE PHASE 2 LOT #120 PROJECT# ' 04321.201 120R1 MODEI. 1756 71 EASTHAM ARAGE SWING: ry DEFT -FIAGE: I; ',j1 w DETAILS I t 3� r� ` u_100 MPH EXP. 4.: CA y :�® ARCHI TECT STATE OF FLORIDA �2 I r' / Vv FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 25 21 SCAT E• 1/4"= 1'-0" 1r7�r:13�51:r l49mk e7�Sr_[�l:II•I I SHEET