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HomeMy WebLinkAboutBuilding Plansa NILS r r v 'b7sm" ;c%: _ .n�'=_ET,7 0 0 in 0 o cr"0�' -� ip 8 _.�i3 3 C A O v,. �• � k, Z'l 1430 l VER LDRIVE NE, PALM BAY, , -F--, 1- (321) 733-7092' Fax (321) 733-7 7 STATE OF FLORIDA I DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FI,ORMA MM]NG CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 � 430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B ' :BALM BAY, FL 32907 -BASIC WIND SPEED — Vult=160 MPH vasd=lz4 MPH '['EL: (321) 733-7092 -EXPOSURE — C1-STORY 'AX: (321) 733-7972 RESIDENCE - -2—STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S ,"PATE OF FLORIDA PROFESSIONAL ARCHITECT: 1.41CHAEL C. ANDERSON AR No. 17305 LIVING 1916 80. FT. GARAGE 430 SQ. FT. A.B. DESIGN GROUP, LLC ENTRY I6 SQ. FT. 2194 HWY AIA, SUITE 301 LANAI 80 SQ. FT. INDIAN HARBOUR BEACH, FL 32937 TOTAL 2442 SQ. FT. 'del: (321) 802-3591 A/C VOLUME 16471.6 CU. FT. DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF 1At?Y ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN R�I,ED OF FURTHER DETAILING OR EXPLANATION IN ORD IR TO BUILD THIS PROJECT BASED ON THIS DRA7NIu SET, THE CORRECT PROCEDURE IS FOR THE BUIt ?ER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INF( .UtATION) TO THE ARCHITECT, OR ENGINEER, FOR CLA; 111TCATION. AB TSIGN GROUP WILL RESPOND TO ALL WRITTEN RFI` IN WRITTEN/DRAWN FORMS IN A TIMELY MAR `III.. AB DESIGN GROUP TAKES NO REE =1SIBILITY FOR INTERPRETATIONS OF COIL -&UCTION BY THE BUILDER WHEN NO RFI's HAVE BEE, 'iVi�RATED FOR UNCLEAR ASPECTS OF THE 11101k IUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS AB ABOVE LAV LAVATORY DATE DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE - LUM M C LUMINOUS MEDICINE. CABINET 01126/I8 5 ISSUED 01/15/18 ALT. AMP ALTERNATE AMPERAGE MFR.. - MIN -MANUFACTURER MINIMUM - 2011 FEC UPDATE __------ — -------------... ____-_ 01/16A8 BD BOARD M.T.METAL THRESHOLD CD's RE -ISSUED CL CAB CENTER LINE CABINET MTD MTL. MOUNTED METAL ---------- _._- ----- SIDING ELEVATIONS ADDED 02nn CLG CR. CEILING CLEAR AR N.T.S. O.C. NOT TO SCALE ON CENTER 03/16/16 CD�S' RE -ISSUED 0411BAB -- FOXING REVISION PER M.5OWES CTCONCRETE 7• CP. CARPET PL � P B PROPERTY LINE -- PUSH BUTTON 06/21/19 CD'S RE -ISSUED ` C.T. D.I1 CERAMIC TILE DRYER PH. PLT. PHONE PLATE 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (POW MYERS) DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAm DIA DIAMETER P T PRESSURE TREATED 02/22A9 PLAN MAINTENANCE DIM. DISP DIMENSION DISPOSAL R. RAD. RISER RADIUS 03125AS REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24A9 ADDED ADDITI RECEPTACLE IN GARAGE PER WILL BATSON DR DR. DEEP DOOR R.A.G. REF RaFRIGER R GRILL REFRIGERATOR 04/24A9 REVISED HVAG VOLUMES ON SGFT CALC SCHEDULE (MELB.) D.S. DTL DOWNSPOUT . DETAIL RM. R O ROOM ROUGH OPENING D.W.DISHWASHER S.C. SOLID CORE EXTDR 06MA9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/81.IA (ORL) EA. FLEV EACH ELEVATION S.D. - S.H. SMOKE DETECTOR SINGLE HUNG 06/21AS ADDED LED LIGHTS is KITCHEN t BATH PER MARK EOWES EQ. EXH. EQUAL EXHAUST SHT SHTHG. SHEET SHEATHING 01A9/19 ` ADDED STONE OPTION ELEVATION C 4 D (TAMPA) EXT F.G /FX. : '.EXTERIOR FIXED GLASS SIM. SIM SIMILAR SHOWER . 09AIA9 ELEVATION 'G' SIDING -ADDED LOUVER + GABLE ROOF 10/25AS ADDED OPT. 8'-0' CEILING HEIGHTS F.G. FIN FUEL GAS FINISH SL. ST. GL. SLIDING SLIDING GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD. STANDARD FLUOR FR. DR FLUORESCENT FRENCH DOOR SWs SHEAR WALL.: SECTION 04/01/20 -- REVISE ENKAVENT RADON PLAN DIMENSIONS FTG GA FOOTING GAUGE TEMP. THK. TEMPERED GLASS THICK 04/09/10 OPT. 6-0' CLG. HGT.- ADDED LED LIGHT IN FOYER GAR. DISP G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. .TOP OF CURB TOP OF PLATE 0410940 OPT. Si.-O' CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS V 4 71' (ORL) GL. INTERRUPTER GLASS T.O.S. TYP.. TOP OF SLAB TYPICAL 01/S/20 ADDED: ELEVATIONS `MG'-'MH'-'MS' (ORL) GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B.HOSE BiB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF 01/01/21 2020 FEG UPDATE - HDR HEADER W. WASHER HGT OR HT HEIGHT W/ WITH INSUL -INSULATION WD. WOOD------- ------ TNT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. : WROUGHT IRON tj C. INDEX OF D ARCHITECTURAL SHEET PG CI —COVER SHEET - PG GN— GENERAL NOTES _ PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG E1-ELECTRICAL PLAN PG P1—PLUMBING PLAN _ PG M1-MECHANICAL PLAN I' PG D1—DETAILS -;Ii PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS MELB.) PG WA3—WALL' ASSEMBLY DETAILS PG WA4—NOT USED PG WA5-NOT USED PG WAB—WALL ASSEMBLY DETAILS IIYYY"" t a 1� �C/YrI l RAWINGS DESCRIPTION ___j STRUCTURAL SHEET # DESCRIPTION i PG S1—FOUNDATION PLAN - --' PG S1.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS -'' PG S2—LIFT BEAM PLAN AND NOTE PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TALES PG S3—FRAMING PLAN " PG S&IA—DETAILS RevAwep el�codg PG S3.1B-DETAILS Con*iance {,da,�iJlkrsaf tngineering PG S3.1C—DETAILS sciences PG SNi—DETAILS I 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 II I I r � ' f m' p "" �,�wm 'awl mms ,; SLF&3DIV. 8e LOT: CREEKSIDE PHASE. 2" LOT. #116 PROJECT# ' 04321.201 f 116R1 4EBB "1828-CALI'? G e, i%AGE SWING: LEFT PAGE: COVER S1iEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA r 10 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 18s DATE: 02 / / SCALE: 1/4"=1'-0" SKEET CI i GENERAL NOTES SITE WORK TIMBER 1. 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). 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 HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORTAND 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 HEREIN.SEE 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: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE i I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 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 D. TRUSS PLATE INSTITUTE: ARCHITECT, I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA- THE ENGINEERED WOOD ASSOCIATION . I. ENGINEERED WOOD CONSTRUCTION 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 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREa EX?. THE FOOTING. ES GE „ CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 4. THE 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 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE T TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 2012 E1: THE AND COMPACT 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES; TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES., 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3 0 BEYOND NEW FOOTING LINE CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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 F1960FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR 1S 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 CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TORE 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 OTHERAPPROVED METHODS OF TERMITE PROTECTION EX MORWALL COVE7iINGS LABELED FOR USEASA 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 A ROOM 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 E THAN OR HONEYCOMB CORE STEEL DOORS NOT LESS 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 1 318 INCHES IN THICKNESS, SOLID "THE' BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, 1-3/8 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 DUCTS PENETRATING THE 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 V 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, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM- 2 1 ATM- 10 -1 a ATM-C17 7. C9 6 8b S C 63 9& 5 � 8 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN '/ -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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" 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 1/2-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 CONSTRUCTION UNDER STAIR PROTECTION 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR COUNGS 1. EXTERIOR CEILING TO BE 1/2." GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN CROUP'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 Compliance Universal Engineering 91 sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abd esi gngrou p.conn AA #. 0003325 STATE OF FLORIDA FEB z z zoz' MICHAEL C. ANDERSON AR NO 17305 PRINT 0 DATE: 2 18 SCALE: 1/4 =1' SHEET C 'sFOUND WIND DESIGN SEISMIC sUBUEc7 lu vs+l-Aut: t-mu i S''' S PEED TOFO�'sRAPHIG DESIGN WEATHERING' FROST LINE TEfil'11TE LOAD (MPH) EFFEGtS" GATAGOR7r DEPTH" 160 C NA INEGLIGAl I NA I VERY HEA) FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 0,E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FIBC R302.9.4 FLAME SPIREAD AND SMOKE-IDEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 a r WINTER 10E BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS s FREEZING ANNUAL TEMP" REQUIRED" INDEX' TEMP! 42 NA SEE SURVEY NA NA 7Ql_GG: 17-4" 10'-0" 12l:411 4" _I -------- F1 12 -8" 21 7,0! Ill I 10 -0 I 101-4 COVER® O LANAI I 0 (2EGREss H I ©6m6a S isD. -- —_—_—_ (2) 3052-SH � LMNG DMG a ROOM BEDROOM A ROOM 2X8' • �. I d Al FA Lo [V (V S _0 4 _8 I -10' I r� 6 40 4'-4" I � = V. `t i ) /� ® ? ry 0 M _IR-ISH • C. BATH _ — — — - — — — — — — V — — - — — Q 8' 8 GLCs wC. Ic b36 0 I $ 81.81 GLG toI I] - 36'x60" I 8141 PAN �• r--- _ 10PT i It I W/ ENGL _I .I 11 Ii _1 _ -SH 1R-ISH SINK 24 ,g 2'-S" it 3'-0"1 r eb36 KPfCfIEN aLAWRY V-8. CLG 5, 8 (_0ar 2 4 Im _� 6' 8" m M J� b36 RANGE PAN. 0 Al rill � I ii a �L 3 1;DEN � — BED OOM A I I %;;_O_ � �.$ ARCH _ _ 3-SH ca O C. 13'-ON �G 1 Uh V'IIC 103 oa I �I 'a ad)pUL 1 8 ®° � I1'-8' 4 - 3 -4' 3 -6' tt 2'-" S 1 -0' _ cjLU d j R � � QII �� i i ry,� � BED M = BOOM Cill Jc���l ry��IV I I 6'-8"V 3'-4" 227x54' -1 ATTIC I L ACCESS_ `t BOLLARD( 211 B LAV. v Cjl> I AI D AS REQ. I BATHE PER BLDG. I I W-V CLG• , CODE — GARAGE Nt 8'-8° CLG C. V. _ 4 FOYER s V w Lam' BEDROOM E 36'XI2' �lii❑� Q INA _ . TRANS. Ty 5 1/2" ENTRY W-W CLrs. (2) 3052-844 ❑2 EGRESS -- ------ ----------.IN IN IN IN IN N N 2'-5 ID`-z" 21'-4" 4'-4" 311 EXTERIOR MASONRY WALL BRG. HEIGHTS I0'-8' BRG. 11'-4' BRG. FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME 16 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 Al 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 OPENING OVIRWANG SEPARATION U-VALur= SHGO I 4'-10' 1 32 25 2 1'-0' 4'-8' 35 29 3 1 1'-0' 0'-9' 35 .25 4 1'-0' 0'-9' 35 29 35 29 A3 32 SII CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ, FT. 80 SQ. FT. TOTAL 2442 SQ, FT. A/C VOLUME 164.1"1b Cu. FT. OOYPOPSI T MD CLADOW WW LOAM BW WM BP=% FOR 3 WCOPD GM Omffz S AM TYPE MUI ZOIE FOOTAGE 1B0 WH WILD MIH RE31 C8 MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING DR. MIN. CRITERIA S.G.D. MIN. CRITERIA 8010 O.HD. 56 5 29.�/-3'1.3 1 SOFFIT N/A 5 31.b/-38.8 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) , SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONML DATE- 011OV21 a DBL. TOP PLATE m BAR DETAIL ARCH DTL. B Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HM AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-502-3591 www.abdesigngroup.com r AA #: 0003325 z; '1 a fl 1 3 �a\�\ a \4 f \1W �k �r k .� ft w r a 1R SUB DPI V- 8c T.OT: �,� CREEKSIDE PHASE' 2 LOT #116 PROJECT* 04321.201 116R1p„_ MODEL: 4EBB "1828 -CALI" GARAGE B WING: " 4 LEFT ]PAGE - FLOOR PLAN Ilk160 M}'H EXP. C ARCHITECT• STATE OF FLORIDA MICHAEL C. ANDEF1 ' IN' L AR NO 1730� rsciar a DATE: 02/18/21 SCALE: 1/4" =1F-0" SHEET FYPON LV12X24 — OR EQUIVALENT 51-811BRGs: HGsT.i, OPT. COACH LIGHT il - 0 @'-m" FIN. FLR.}, - -• OR EQUIVALENT IIII ■■ ■■IIII ,�DECORATIVE —• ,m ■■ ■ • - i IIII MEN IIIC IIII No ■■IIII = = �1 0 0 — O 0 FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING: AS PER FBCR 103A OFF RIDGE VENT �5'-8" BRGs. HGaT. ''4B I 4g IUA TYP. T` F`- 7, IlA0'-0" FIN- FLR. - - — - — - — - - - — - - — - - - _k REAR' ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT 6 IIE A 8'-5" BRGx. HGaT. — 8'-8" BRGx. HGaT. 1' - 0" 4B \QJA r r r TYP 0'-0' FIN. FLR. -- ------------ ---I - --- ---------- ------------- 0'-0" FIN. FLR- S'-8' BRGs. HGsT.* 0'-0" FIN. FLR. EFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 12 IIE �fa �- — 1-0. El 4B A WI v r TYP. I I r I —_—_ _—_---- _ _ —yam— _ _—_—_ _ —_ ARIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH 3'-8" ERG:. I-IGaT. Y Oil d 0'70" FIN. FLR. MODEL 1828-CALI-4EBB AREA OF ATTIC 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA - 2450 /300 - 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION' - AX 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (;BALANCETO BE PROVIDED IN SOFFITVENT,S) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER `VENT (net 'free area) TOTAL itOFVENTS REQUIRED 3.41 TOTAL It OF VENTS PROVI LIED 4, SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free Area) LI N EAR FEET OF SOFFIT REQUIRI 67,20 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 fi www.abdesigngroup.com AA #: 0003325 _ F I A i Sl Y• la i'. I � I' ! "k i 44! _ I� i I� I k-, a� ! ,SS1i ?\ 6 \ @ \\ ;\64t v: LJSDIV. 8e ]LOT: ` r CREEKSIDE ; PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4 E BB "1828 CALI" GARAGIM SWING: A LE11'T PAGE: ELEVATION "D" i 160 MPH EXP. C LSTATE RCHfTECT• OF FLORID `FE$ 2 2 20 f 21 L C. ANDERSON NO 17305 PRINT DATE 02 19 21 SCALE: 1 /4"=1' — 0" SEXEET A2D ......a.� .i. n... �.. ._ . .N ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET la OF OUTLET WIRED To SWITCH EWIPAULI 4 GPI 110V OUTLET INTERU D R (TAM ER NTERJPtER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXr. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER t4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VID VAPOR PROOF LIGHT ORECESSED CAN ® VENT. PAN I CFM9 PER Sd FT. VENT. FAN I CFM PER SQ. FT. MIGHT VANITY XT LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® WRAP FLUORESCENT AROUND AROUND LIGHT (RECESSED) FLUORESCENT 2-BULB WRAP O LIGHT AROUND tl (SURFACE MNT-) T FLUORESCENT pI� 4' FLuopeacETNT r----�--� 4' TRACK LIGHT ®a PANEL METER BATT. BACK-UP O S,p. SMOKE DETECTOR W/ HARDWIRE SD. WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ CARBON MONOXIDE HARDWIRE ® S/CO SMOKE DETECTOR INTER -CONNECTED 50 SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I_I� NATURAL GAS r✓ OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE DISCONNECT TO BE ELEVATED A/ AIR CONDITIONING TO �u TUNA' DI80"ECT SEETHIS SWEET TV TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN OJ-BOX ACCORDANCE W/ Box I MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FAN/LIG14T ACCORDANCE W/ BOX MARKED A8 SUCH FOR INSPECTION �AA•Q 24' INCANDESCENT LIGHT STRIP !SA[1 r1 r)!1 3W INCANDESCENT LIGHT STRIP roOn0000 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD I_FEpa PUSH-EUTTON FOR CHIMES S-�_ USB PORT • LOCATION OF TV JACK$ ! PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) / NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND MOT 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 Mi5013 PBGR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS TOP THE PBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENEI@aY EFFICIENCY) 2020, 1th EDITION R404.1 WP Panel MAIN -A PANEL: 8/16 wg crtbreaker VOLTAGE: 120 / 24U V -1 Ph MAIN: 15U Amp M C .B COVERED ❑ LANAI FEEDER 3 #1 GIaTHWN&1-#6Cu(G)in11l2"C OR 3-#2/0ALTHWN&1>-#6Cu(G)In1 7/2 C. C`♦ I -1—CEILIN •'� ♦♦♦ '� MTD. LIGHT ;Wire Pole 8kY Description Watts Circuit Circuit Watts Description I TO BE 412- 1 20. _ Exterior Receotacle.GFlftx TUG �- 12�� 2 Soace BDRM.#1' PRE-WI9�D \\ CLG FAN \ 1 I BATH # i INSTALLED, Cam' `J j PROVIDE PRE -WIRED I J-BOX 'FOR / CLG FAN OPT. FAN / I -, 01' 6 DINING J ROOM s r v --- I � � GFI L ---- — L GFI P 1P.I.C. I \ I _ — — — OUTLET 1 OW SINK \ FOR DW /--- -' : n LAUN• GFI L HITCHEN PAN. II I RANGE / GFI 0 GFI BDRM. 4 I II U_9I � LL—_-- 0 DEN # — ON 1 / I AN I I HOOD WIRE W/ — _ ®\ I I r U I OUTLET FOR \J S I S/CO\ I I I I FUTU MICRO 0 PRE -WIRED / II ON CLG FAN i I / Gi ♦♦J IRA It — �I I I PRE -WIRED CGFI, CLG FAN WH J\ 44'AFF. 44'AFF. P.B. FOR I I — — — — — - / GARAGE I DOOR I BOLLARp\ L--- OND AS REQ. / I I I L PER BLDG. WALL MOUNTED — CODE LIGHT W/SWITCH IN tt attic I 0 BATH #2 GFI • GLG M -- METER z OUTLET KEYLESS UU FVER�Y FIXTURE F \\ BDRM, #2 LOC. IRRIGATION OUTLET INI \\�♦♦ /,% 48' AFF. / / I♦`}' o GFI ENTRY GARAGE - PRE -WIRED �(\ CLG FAN M \ I FOR 1 I CHIMEEl 0 ----I 0 OPT.— — — — — — — — — — — — — — — — — COACH LIGHT I 6 LIVING ROOM \ PRE -WIRED♦ ' \ CLG FAN , i i qP I / r / SWITCH IN IN -1 GABiNET ELECTRICAL PLAN SCALE: 1/4' = I'-0' .z r_o n19n1101+rurnp I. iuuu apace.... 5 �� 6.... 5304.. 1A/CC.U.-1 1 35 2 118... - Spaces 7 8� PANEL -A PANEL: 42 crt. breaker VOLTAGE:120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER.3#1CuTHWN&1-#6Cu(G)in11/2"C OR3-92/0ALTHWNu1-#6Cu(G)ln11/2"C. Wire Pole 8kr Description - Watts Circuit Circuit Watts Description; Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12. 1 20 _ _ Microwave / Hood GFI 1800 3..:. 4 #12'. 1 20: _ Small Appliance 1500 5; 6 4600 Water Heater 25, 2 _ #10 #12... 1 20 Refrigerator �_— 1500.... 7:..... 8 #12 1 20 Dining Room Lights and Receptacles AFC: 1500 9: 10 1200 Disposal GFI 20 t #12. #12" 1 20' Bath #2 GFI Receptacles V00 11' 12 1500.. Dishwasher GFI. 20 1 #12 #14. 1 15 - Foyer/Hall Bed #2 & 9Y Bath #2 Lights AFCI 900'. 13 14 5000 Dryer GFI 30 2 #10 #14 1 15. Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI _ 900 17 18 1 1500 Washer GFI 201 1' #12 #14 1 15 SD & C/O AFCI _ 900. 19 20 1000 Garage Door Opener GFI 20``-- 1 #12 #12 1 20 Laundry/ Bed #4/ Dan Al -CI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 __ _ Space. __... 23 _ 24 900. Bedroom#1 AFCI ' "15 1 #14. Space -- 25 26. 900... Bathroom #1 AFCI 15 1 #14 Space. _ _- 27 28 900 Exterior Lights and Rec t GFI 15: 1. #14 Space 29 - 30 1000 Irrigation controls only 20 "' 1 #12. Space. -'- -- 31 32 Space Space. 33 34 Space Space 35 36 - Space Space 37 38 Space #8 2 35. AIC AHU 1 (Heater 5 KVA at 66% 5525 1 39 40 Space 41 42 Space Load subject to demand factor calculations! fine 16000 27600. 1 Load Subject todemand factor calculations! line Demand Factor Calculations - ABBREVIATIONS: AFCI, ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total lead subject to demand factor 43600- First 10000 watts at 100% 10000 _ Remaining watts at 40% 13440 _ Total A/C load) 10829 .LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Tots Amps (watts 1240 volts) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 12 Ckts# I watts/ckt. TotaI General Lts & Rec Panel A 1 91 617' 1 Reviewed for Code Compliance, .Universal Engineering -- --.__-_--�. Sciences ° ° _ _ I L i I I L I \ r LED LIGHTING --J/ @ SINGLE LAV. LED LIGHTING BATH 0 Cam? DOUBLE LAV. BATH 01 PROVIDE 302/0 CU, TWWK + 1% CU IN 2- CONDUIT OR 3 - •4/0 AL, THWN + N5 CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT ■ OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. - COMBINATION SERVICE DISCONNECT SWITCH AND 150 AMP 120/240 VOLT GENERAL NOTES,. A. ELECTRICAL. MATERIALS AND INSTALLATIONS SHALL M ELECTRIC METER IN NEMA 3R ENCLOSURE I PHASE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTW PANEL EDITION (202 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL ccNDUCTOR$ SHALL BE TYPE THHN/THWN UNLESS 150A!!P NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EOUIF#ENT POWER COMPANY TRANSFOR'lER INTERSYSTEM BONDING TERMINAL AT LOW GRADE VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDA s- 1 04 CU SERVICE GROUND CONNECTED. TO ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN PROVISIONS OF THE EL PPER CONCRETE ENCASED FOOTER STEEL P 1-1/2" PIA SCHEDULE B0 PVC CONDUIT OR PROVIDE 3 AL 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC EDITION CELECTRICAL ITH CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X 8 PT LONG COPPER CLAD GROUND ROD COMPANI' PRIOR TO BID. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH:321-902-3591 ` www.abdosigngroup.com AA # 0003325 �� zk ;\ � AN �n w \aS t It t \ O sysDly & YET: CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201/116R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: RT. ELECTRICAL PLAN �160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2=2 2ll21 MIC HAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 18 21 SCALE:' 1/4"-V-0, SHEET II S r PLUMBING PLAN SG LE: I/4 = 70' A.1 KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I Ia SIN ;HT) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY ALA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 SU13DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL.• 4EBB 2 1828--CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLOR FEB=212 MICHAEL C. ANDEF AR N 173�d5 PRINT 02 18 2 DATE: / / SCALE: 1/4"=1'— SHEET PI I � I I I I I i I 9' 12X12 12X12 LIVING ROOM LANAI 0 BDRM. 1 DINING 1 1mx6 �, I i 120 cFM ROOM � ❑ =7 I — — 6 110X6 ImX6 aX4 120 CFM 120 CFM 45 ---- —� b' ------- ® BATH 1 I ❑ I ax4 P.I. C. 45 CFM 16• I �X IDX6-- ❑ _ _ _ I 120 CFM _J I I I cFM i45 S KITCHEN ❑ LL 1mxG i I.==�� o 15 CFM 1 II II II ) I -- -- 51 O o LL -J o ---RA 12x 02x16 I DEN TH S ® 4' 11 LOUVER I BDRM.#3 I I PLANTATION 0 16 1 118m-m4 2 W 11 I IMAX AIR imXb 11584.15 CFM M 15 CFM II L/ 11 5' — — 12Xa O PA ° i I O L — — — — — J 4" 4' 3X4 6' 45 CFM II ° I I 45 CFM II c I I 12Xa I PASS I BATH 2 T� GARAGE lox6 FOYER 12m c 0 I BDRM.#2 I ENTRY I 0 I ---- I --------------- ❑ El Reviewed for Code Compliance Universal Engineering Sciences MECHANICAL PLAN SCALE: 1/4 = 1'-m' Aw mNsk, FLOOR ON EXTERIOR WALLS FRAMED WD -EXTERIOR R-13 114 memn pa R—VALUE SCHEDULE �I SLAB GRADE R-m GMU - INT INSUL R-4.1 FRAMED WD -ADJACENT R-13 CEILING UNDER ATTIC R-3m \O a SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321. �1Ol 116R1 _ MODEL• 4 EBB "1828 -CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT DATE: 02 /18 /21 SCALE: ]/4"=1'-0'�mi '1.3i•IEET \O a SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321. �1Ol 116R1 _ MODEL• 4 EBB "1828 -CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT DATE: 02 /18 /21 SCALE: ]/4"=1'-0'�mi '1.3i•IEET PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 0'-E�' FIN. FLR nvl ri.n ai AT= ass 2X4 WOOD STUDS 624' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4'=1'-O' 1/2' DRYWALL—`/ TOP CHANNEL825 GA.) 3 5/5, OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL t0 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 GONG TO BE SPACED IW FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 114' WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS rA1 (NON-BRG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD =VATI O SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES :. ., REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS o.u. R-4.1 INSULATION i VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.� DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR d e G Atl a m. as a 4,4 SCALE: 1/2'=I'-0" BOND BEAM SOLID GROUT W/ (I)- S (2) COURSE FBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SiOrvll. 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 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0. In' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FIN. FLR H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2-12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYi" LENT D1 SCALE: 3/4'=i'-O' 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 4869 TYPE IV, OR ASTM D 6151 f---cwLK MIG SEAL G4A LME NOT CUT I P PWeLEEVE Foie oAS LrftE BOND a„ A M '— IR• Gl-P: Ill.. W. BARS mapMAW 28_GAS LINE THRU .BLOCK D1 SCALe, n .r-o• - ---- - -_- FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9" 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 COAT—L-� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1-2X4 SPF 24' O.C. MAX.—, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETLIIEEN TRUSSES --PER STRUCTURAL. DETAILS--- -STIFr5ACK AT ALL UFARIGHM PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS - PER ELEVATION CONT. 2x RAT RUN SECURED i STRUCTURAL DETAILS SEE ENERGY CODE FORM5 F1 INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL. Ix2 P.T. FURRING - STRIPS m 24' O.C. in' GYP. WL. BD. WOOD 5A5E----- - 1r2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL — TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL— APPROVAL REO. VERTICAL TRACK 1' MIN. BY MAIN SLIDE FASTENED TO TRACK BRACKETS RADOM W/ PRODUCT APPROVAL REO. S' CMU SEE STRIJCTURAL FOR REINFORCEMENT 2x6 IDS- WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RECS SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0" FiBERCsLASS SHINGLES WiTH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 9 � 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT rWALL 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 a 4 CMU 0'-0' FIN. FLR s' CMu G . Aa _ .a a. d a a e < G v n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENINGS 5 1-STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' Reviewed for Code Compliance Universal Engineering ID Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA -711. All exterior fenestration products shall be sealed at the juncture With the building Wall With a sealant complying With AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper, Joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of.sealant. Fluid -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 A I -A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b cl os i 5 rigrou p.com AA #: 0003325 SX73BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHr ECT: STATE OF FLORIDA FEB 222021 WCHAEL C. ANDERSON AR NO 17305 DRTSA02/18/21 SCALE: 1 /4"=1' — O" SxEET 2X P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' 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 NUI I-- - 71'- If L;�= A, 91 =-rm j�l I I d 'I 1 9 — SECURE 2x4 ONE' FLAT TO BLK W/ MASONRY ❑ NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN e' OF TOP, (I) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 o 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERIE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT WAL.i?. 1/2'.P-V' Ix4 P.T. OR 5/40X4' 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 18' O.G. MAX SPACING 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 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" , if TO BLOCK +3/4" OR +5/4" 2X4: 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' OZ. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: 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.C. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" (—,-MNDOW TO BLOCK +1 1/2" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: 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 18' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C AINDOW 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 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6. ® THROUGH NON-STRUCTURAL SECURE TO BLOCK S S 3/16' TAPCON MIN. 1-1/4' C2) TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 18' O.C. MAX SPACING. 2X8: ® ❑ 1/2' DRYWALL SECURE TO BLOCK 1'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" 1PINDOW TO BLOCK +2 1/4" D 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMET' 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. w e' 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 1/49 DOOR JAMB TO BLOCK +3" 2X4: IZ 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: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X4: 10 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' Q.G. MAX SPACING. — -- e' CMU �-} 1/2' DRYWALL 1 I'X4' _ P.T. NAILER "I/I6' OSi5. X 4' MIN DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G YPINDOVP TO HLOCK +3 7 16" 2X4: MC SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O_C. MAX NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE:: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' W/(2) I/4' TAPCONS (MIN. wic?, TAPCON MIN. 1-1/4, EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. EMBEDMENT INTO BI-OCK. HEAD SIZE 300 MIN. 8' CMLL EMBEDMENT 1 1/4') B' CMU WITHIN 8' OF EACH END 1/2' DRYWALL 4 18' O.C. MAX SPACINGS 1/2' DRYWALL 10 ❑ I'X4' 2X8: ® I'X4' P.T. NAILER SECURE TO BLOCK P.T. NAILER DOOR CASING W/(2) I/4' TAPCONS I' P:T. X 4° MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') POOR CASING MEMBER W/(2A2d WITHIN 8' WITHIN 8' OF EACH END OF EACH END 4 6' TO 8' OTC. MAX 4 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" FBLOCK 4-V H WINDOVY TO BLOCK +•3 3 4" Reviewed for Code Compliance 1*401 Universal Engineering Oman Sciences - CMU O * DRYWALL 1X FURRING X+ RIP 2X1QJ TO DOOR 8-1/81111 FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K Ra UIREMENTS IILT SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EHB "1828--CALI" GARAGE SWING: L E FIT PAGE: DETAILS 160 MPH EXP. C ARCHrFECT: STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 18 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 TCJ BE WIRED TIED TO LATH • 9' O.C. 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 • 1' O.G. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE / a TO GAP MIN. 6' TO 8' 6' TO 8' i' THICK 3 GOAT CEMENT PLASTER WRB LAYER 02, FORTIFSER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ONSTALLED PER PER ASTM C1063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 1. NOTE: FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL SCUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A \ 1. FOLD INWARD • PT. A 2. CREASE • FT. 15 04 OI. FOLD IN JARD • ® 1. FOLD INWARD • PT. A PT. A 2. CREASE • Pr. B 7. CREASE • Pr. B 3. CREASE • PT. C 3. CREASE • Pr. C 4, FOLD Pr. G OVER PT. B TILL FT. C TOUCHES BOTTOM FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES HINGLE ROOFING DRIP EDGE. OVERLAP V, EXTEND 1/2' BELOW 814EATHMG, MECHANICALLY FASTEN 4' OG, MAX. FLANGE L WATER TIGHT SEAL FOLD, QQ NQI CUT. S J' THICK, 3 COAT CEMENT PLASTER (FRAME), 112' 2 COAT CEMENT PLASTER (Cl-W WRB LAYER 42, FORTIFIBER / BUILDING PAPER (FRAME clNLY) / Will LAYER 01, STUCCO WRAP (FRAME ONLY) LAP I-AYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP U11M . I Ji' ABOVE 84ES (FRAME ONLY; FRAME OR CMU ' • • EXTERIOR Q(YIFAIIAI I 4l`OCCn FASCIA WRAP Sx8 WALL FLASHMG KICK -OUT FLASHMG (SEE DETAIL) h QM- MSTALL KIC FLASHIWA AT BOTTOM OF ROOF C WALL NMRSECTIONS NOTE. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP e METAL LATH 16" MIN PAPER LAP BELOW,ONLY_" / LWRB LAYER 02, FORTIFIBER/ \BUILDING PAPER SCALE. 1 1/2' =1'-0' ® KIC KO UT DETAIL LATH VERTICAL LAP TO BE I' I METAL LATH I RB LAYER 01, STUCCO WRAP 6 VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPOR18 WITH 0ID415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK z_ N —II- NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: SHEATHING - OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRES LAYER 82, FORTIMBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M*NUF. SPECS) LAP LATH LAP a PAPER HORIZONTAL LATH & PAPER DETAIL 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER t' of w. Si416$4160 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5"X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHINCI N.T-5- 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE \ �d WRAP MATERIAL) OVER \ APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO P I 1' OR LESS PIPE \ PENETRATION CUT AND OVERLAP ONE SIDE OF -- SELF-ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHIN(B SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF '('STEP W2 SEALFF-- D ERING MEMBRANE FLING WRB LAYER •I, STUCCO WRAP WRB LAYER R, FORTIF15ER BUILDING PAPER METAL LATH -6'xb' 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 V CONT. 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 theapplication requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787._ TAIL (FRArWI Mrl� I .� ► i> DRAINAGE PLANE (UJR5 L�SE�'ER1, STUCCO WRAF) LJR5 LA'r'ER #2 (FORTIFI5ER 5UILDINCz F/AFER) 1 ITAL LATH Reviewed for Code Compliance Universal Engineering 93 Sciences X X X X STUCCO ; WOOD OR i/I(a ZIP UJ)ALL 5HE/ATHING; SELF-ADHESIVE FL)A-5HING - - - - - - NOTE: 1 ITAL LATH- LATH TO 5E E'ER SECTION R103.7.1 / ASTr I C-a4-7 4a, r1IN. 2.5 LBS. FER SCE. TARO (UT I L I T*1' OR NOr„ IN/AL LATH DOES NOT 1"rEET SFECIFICATIONS) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www.abdesi gtigroup.coni AA #:0003325 SUBDIv 8e LOT- CREIP.KSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB 711828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA PfiFE/B 2 2 �2021 MICHAEL C. ANDERSON AR NO 17305�NO 173055 s-s"." a 2118 DATE: 02 / / SCALE: l /4 1'— 0' SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 51413KER ROD WR:5 LAYER 01, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING a JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (UJRB LAYER 1*1, STUCCO WRAP) UJRB LAYER *2 (FORT11=15ER — - — - — - — — BUILDING PAPER) METAL IL/A/'TH x—x—x—x STUGCO i e. WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.1.1 / ASTM C-541-14a, MIN. 2.5 L55. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEG. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NO TE: ZI IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HIS=H ICJ K=C,=I V>= STUCCO SCRATCH COAT # 1 COAT OF PAINT W/5ACK— ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYBLEND FOAM °�_�� A t e_1 -T-1 I It 7R 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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER *I, STUCCO WRAP WOOD SHEATHIh APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER (00 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 7/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ` METAL LATH WOOD CONSTRUCTION T/S' TEXTURED —FINISH ® WOOD FASTEN TO WOOD STRUCTURAL 4 MEMBER a 1' O.C. MAX 8' CMU Ye' TO Am MID -WALL WEEP SCIREED •' :, _ Z CL �6r Y�- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _ MASONRY BEFORE APPLYING 'zro :a' °a " TEXTURSD FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP STET' : I APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED �i HOUSEWRAP 5TEf= #3 0 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING -- LAYER 02, FORTIFIBER IBUILDING -._ ER ELASTOMERIC COATING OVER (SEE TYPICAL WALL METAL LATH Reviewed for Code ff a R Compliance Universal Engineering Sciences ( ) ELECTRICAL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 IM BXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #116 ROJECT# 04321.201 116R1 ODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSI. MBLY DETAILS 160 M111 EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 1B 21 DATE: / / SCALE: 1/4"=V-0" MA4 LEGS V T DRAINAGE PLANE (WRP LA�T'ER 01, STUCCO WRAP) WRB LA�rER 02 (FORTIFBER 5UILDING; PAPER) METAL LATH STUGGO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 2 1/2 4 ,� CORNER BEAD (FASTENER 4 SPACING 19 1" O.C.) Gl" IU 1/2' TNIGK, 2 GOAT GEMENT PLASTER APPLIED DIREGTL`r TO MASONRY 14BI�CORNER BEAD (�i) BLOCK Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT* 04921.201 116R1 MODEL.• 4 E,1313 "1828 CALI" GARAGE SWING: LE FT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/18/21 SCALE: 1/4"=1'-0" 1 SHEET 1 2x� SUB -BAND W/1 "x4" NOTCH Q END, WRAPPED IN PI=1=L 6 STICK DRIP EDGE 1/8" TEXTURED FINISH 's WOOD 1/2" TEXTURED FINISH I@ CMU METAL FA 11 I I II II 11 2X6 SUB I i 1 r 1 ! 1 ! 1 METAL FASCIA 1 O WRAP Y8" FROM it STUCCO, 1" FROM 1 WOOD WALL 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 `\\ NOTE: NOTCH FOR 2X& \\N, SUB BAND ONLY )ELEVATION- 7511FAM 1 1 11 ''\ 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— 11/8" TEXTURED FINISH 6 ! WOOD, 1/2" TEXTURED FINISH s) GrIU '!-2x6 SUB -BAND W/1"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING DR CMU WRB LAYER •I, STUCCO WRAP (FRAME ONLY) WRB 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 GUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -I'd" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0_-b WALL SUB BAND DETAIL C@ WALL WKIC K--OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WA41,, OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY "x4" NOTCH s END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH e END, WRAPPED IN PEEL E STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance hu Universal Engineering Sciences 2194 HWY ALA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S'CTSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL 4EBB "1828--CALI" GARAGE SW31XG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 2 M1 MICHAEL C. ANDERSON AR NO 17305 rL%&JN a 02 18 21 DATE: / / SCALE: 1 /4" —1' — 0" SHE�E�T7 d �l 6 39'-a„ 17'_4, ,-4. 7,4" 14" 12'-4" - - - FM-12X12 10,_0„ 10'-4" 3,_4„ 16,_0„ N 4" CONC. ao N I LN SLAB W U- N 1 Lu 3 I� °a 1/2" LLI EXTEND FM-12X18 1 1., SLAB 1 1/2" I L �I _9 �z O a- 1 1.1 v 1 �! m 1 0101, TOP OF . 1 N SLAB 0 M s m _ 1� X N 09 V Ir LL 1 1 = 13, L m FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". a 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. I 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF $,UBTERRANEAN 2194,HWY A1A. SUITE 301 TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS INDIAN HARBOUR BEACH, ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER FLORIDA 32937 SERVICES. PH: 321 fi02-3591 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: www.abdesigrlgroup.com PROVIDE 1/2" FELT PAPER AT THE JOINT. AA #: 0003325 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. I I.MINDICATES #5 BAR, OINDICATES #6 BAR,■INDICATES#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 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602 16 USING Film = 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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE` 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING 0�\\ CODE RESIDENTIAL, 7th EDITION� ao 119 co1 u_ �o 15'-8" 5'-0" 1 4" PVC CHASE�� TE-1 — — 4" CONC. � 1 SLAB N 0 5 1/2" ,I►0' 0" 17,_8" 2,_8,, I TOP OFOF 5 1 SLAB T-0" 1 T-6„ N 1 1 0 �o C\ co zo •. N. _ (V 0o •ILL U w a 1 N o 10 EXTEND- 2 SLAB 1 1/2" 1.1 00 --- 1.1 1 0 FM-12X18 � �W a 4'CONC El I g N N i� W SLAB i 1 1 I 5 1 /21' 1 /2" " I LL �0 0- 3 1/2" 1/2" 3,-5" I� -- J -7 2 0 FMC-12X18 FM-12X18 FMC-12X18 L----- 1.1 FM-12X18 1.1 J 4 4 2 8, 16,_0" 2'-8" 3,_10" 101_2" 21'-4' 4'4' 141_01, IT LO SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1 AxW1.4 OVER GENERAL 3 1/2" 6MIL 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 TE-1 8" SEE PLAN 10" s (+)D"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's FM-12xl8 12" CONTINUOUS 18" - (2) #5's (+)0-0" FM-16x18 16" CONTINUOUS 181, - (2) #5's (+ 011-011 FM C-12x18 12" CONTINUOUS 18" (2) #5's #5 IN CURE VARIES F-24x24 24" s s (-)0".4" SECURE TO A/G SIMPS❑N WB CONC.STRAP UNIT ROLL STRAP OR (2) 3/16 2' EQUAL 2 EACH TAP —CONS NS TrAP—C CORNER OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS 'W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4" = V-0" Reviewed for Code I Compliance Universal Engineering Sciences \\ IL� ��, r o, SUBDIV. '8c LOT CREEKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB "1828--CALI" C; ARAC;E S WING: LEFT PAGE: FOUNDATION PLAN 160 MI'H EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 22WA MICHAEL C. ANDERSON AR NO 17305 llllll:rfll' PRINT DATE 02 18 21 SCALE: 1 /4"=1'-0" )411130y EXT. PORCH S� W/ 112" ISOLATION / JOINT (WHERE APPLICABLE) Z N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL d r SEE SLAB SCHEDULE d °MFER (1-STORY) a„ MFER (2-STORY) EDULE BAR SIZE UANTITY +- 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING LLARD LAP NP PLATE A MIN. OF 48" AND NN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOONEARING WALL W/ W/ SYP No 2 UDS SEE (PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT OF SCALE: 3/4"=V-0" 0 0 io z A STEEL REINFORCING IN GROUTED Q n CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREMENTS � Fv Q W ro0- E71 ULLI J Q p '. 8" CMU WALL Z O \ �p +_ Q1_p,1 TOP OF SLAB +- VARIES ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB —4" CHAMFER (1-STORY) W/ 1/2" IS ' 6" OLATION CHAMFER (2-STORY) LLLA JOINT (WHERE • ° is ' SEE SCHEDULE APPLICABLE) z a. FOR WxD, BAR SIZE AND BAR QUANTITY Cq �da�AG EXTERIOR MONO -FOOTING E SCALE:3/4"=1'-0" W J 0 a 2" CAPPED j co NEW REINF. BAR GALVANIZED PIPE O a SECURED W12- PART W/FLANGE @ BASE of a < I EPDXY. MIN. EMBED J Q B", UNO Q O FOLLOW ALL MANF. SPECIFICATIONS FOR m USE AND SECURE FLANGE TO = PREPARATION OF SLAB W/(4) 1/4" X 2 1/4" v Z — HOLE. TAPCONS w SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY ii[RE B . PLATE TO V/ d MASONRY NAIL TAGGERED- IOW METAL NECTORS NOT UIRED WHEN NO FT IS PRESENT. SLAB SCHEDULE oSEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=T-0" f e Z ' 00 .:d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WAIL/`/ SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE •� . . 1 FOR WxD, BA SIZE rAND BAR QUAN TY MBINIED EXTERI0 MONO- G AND COL. P 1 SCA 3/4"=V-0" 30" MIN. EACH WAY IC FOOTING p p P W . Dy s >. D V. ' D V. 7a D p JI I s, FM P .. CORNER BARS, SAME SIZE AS LARGER BAR v pl. IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ..D SO THAT THE STEEL REINF. IS CONTINUOUS P,OI MATCH AMOUNT OF CONTINUOUS BARS 0 CONTINUOUS STEEL MONOLITHIC v' FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUDS SEE P t4S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP 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" TOP OF SLAB SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC/ RPFy PLATE TO SLAB Wt V)KEDGE ANCHOR W/ 2" If R SET IN HIGH STRENGTH Y 5-1!2" EMBED. MIN. @ 16" OC SLAB SCHEDULE .a a A. ° . d e e ,• e ° •e EQ.EQ. SEE SCH ULE FOR WxD. BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=r-0" (W/ U P L I POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" CURB FOR MASONRY UNITS SET AT ELEV: U-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS. 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. --SEE SLAB SCHEDULE 4. v e� mod. • 45 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 tm Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-1402-3591 www.abd ?signgroup.com AA # 0003325 SVBDIV. & LOT: CREIPjKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 011111 02/18/21 SCALE: l /4"=1r— 0" SHEET S1 . IA 101-0;, 3tp v m., 36;_0 29'-0 . 27'_0; _ 26-10„ 17'_$; 14,_0;, I DOWEL PLAN SCALE, 1/4" = 1'-0" Reviewed for Code Compliance Universal Engineering Sciences 194 HWY AIA.SUITE 30. NDIAN HARBOUR BEACH FLORIDA 32937 PH 321-802-3591 www. a b d es i gngrou p. com AA #; 0003325 Is a1G. 'c S CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321.201 116R1 MODEL• 4EBB "1828-CALI" GARAGE S WING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. r ARCHITECT: STATE OF FLORIUf� , FEB)AA 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 18 21 SCALE: 1/4"=V-0" 81-MET S1.2 E TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. .q . N ° q 4 J q a• Q CLEAN OUT REQUIRED ❑ 4 � FOR INSPECTION m V +. ° O � Y 0'-0" FIN. FLR. a -A TIE ERTICAL REBAR ', TO HORIZONTAL a ° 'REBAR W/ 10" HOOK Q.<' 'a A. ' a Z_ O iq U HORIZONTAUVERTICAL REINFORCING 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" REINFORCINGSTEEL • ■ z �MCELL SEE PLAN FORAND • ��4i�lll n Iy may. o TOP OF SLAB T q.. q _ a e M1 'a q TOP OF SLAB a •.. q OA d a SEESLABSCHEDULE Z W EXT. PORCH SLAB- W/ 1/2" ISOLATION ` JOINT (WHERE APPLICABLE) 6" PVC CHASE - THRU FOOTING d A a 4" CHAMFER (1-STORY) r 6" CHAMFER (2-STORY) f Z ' MATCH STEEL g REINFORCEMENT v PER SCHEDULE f <4. a q °.a a. a . < G ° A.. 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1 -0' BAR SIZE 48 BAR DIA. #3 18" #4 24"` #5 30" #6 36" #7 42" #5 BARS �0: • o TARECMU UNIT DIMENSIONS NOMINAL SIZES on I lb MASONRY SYMBOLS 3 SCALE 3/4"=1'-D" Reviewed for COde Compliance Universal Engineedng ED Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA32937 PH:321-802-3591 www.abdesi gngroup.Com llkawan4AA #: 0003325 „ . a.. 20 I vn z 0 W rscaar X DATE: 02 18 21 SCALE: 1/4"=V-0" SHEET S1. 2A 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 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 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 REVIEWAND 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 RRRRRM 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 m ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — NIA — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F24 MIN.-1T/OM/1B 17.-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" m 0 o =, H , (6 is 8F16-1T/0M/0B „ >x a c£' GT 00 o z; C6 LL € o 00 €a e m: o� 0 LL !. e s3 Reviewed for Code Compliance Universal Engineering EB Sciences 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abd ^Si 9ngrou P.Com AA # 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321.201 116R1 MODEL: 4E BB "1828--CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 222021 WCHAEL C.ANDERSON AR NO 17305 02/18/21 SCALE: 1 /4 i'-0' SHEET S2 k #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314'.'=1 -U i NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. )F BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (LZ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE FyP� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0�V� / / 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. / Q tSVe4 �0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM • W/ (1) #5 BAR OQ F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FF fS� NOMINAL LINTEL TO TOP 0 WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE 58x8���0 16-1 T/1 M/0B LINTEL PRE -CAST 51 LINTEL W/ (1) #5 I QQ�Q� NOMINAL HEIGHT # OF #5'S, TOP OPENING -2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - 1T11 MlOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST C( AND XFXX-1T/oM/0B INDICATES SINGLE BOND." -AM PLACED IN LINTEL LINTEL, W/O STE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO DICATES A DOUBLE BOND BEAM ABOVE UNFILLED TYP.8"x8" ;55 BOND BEAM _ TYP.8"x16" p BOND BEAM AND XUXX-1T61M/08IN OF OPENING w LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECASTHEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145'MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.C. MAX- 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP PRE -CAST <3 1kl �' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL Z MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C.MAX. MIN 1-1/4" m EMBEDMENT 2xB (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (M SHANK SIZE 145 MIN D SIZE .300 MIN EMBEDM 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END D SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL %1 SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" SINGLE #5 CORNE\ BAR, 30X30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM Reviewed for Code Compliance Universal Engineering 91 Sciences PROVIDE #5 BAR 7ELEVATION \BEAM — CHANGEIN OF BOND SCALE: 3/4"= 2194 HWY A:LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www. a bd esignigroup. com x, AA#_ 0003325 ea CREEKSIDE' PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB "1828--CALI" 116 :SW RAGE ING:LEFT AGE: DETAILS 0 MPH EXP. C OF FLORIDA 'FEB 2-2-2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 DATE: / / SCALE: 1 /4"= f — O" SHEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR ITSAFE 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 SU8 804M 16-1T10B 0.1T/OB 1T/OB 1TroB -tt/oB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH �1T 8H&1T &20-1T 8241T &2&1T 8132-1T 8/8-1B 16-1T/18 1T/1B 1T/1B 1T/1B -1T/1B 6/&2r 6/162T ergo-zr 824-zr 628-2T 6rs22T 3'-0" PRECAST 1436 952 3114 4217 5321 SOO 7531 3'-0" PRECAST 689 1024 3'-0" PRECAST 15m 3524 4394 5263 6132 7001 yams 6113 6385 7708 9ml 10000 1569 352A 4394 5263 6132 mot 4'-0" PRECAST 1065 m0 23M 3125 3945 4706 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3615 4570 5325 0079 1961 8113 7192 OVA 7627 8761 1363 1 3080 3815 4570 5325 1 6079 4'-0" PRECAST $19 533 1n0 2400 3033 3NO 4300 4'-0" PRECAST 398 591 4'-W PRECAST 1207 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 -2582 2m7 3375 4043 4711 5379 5'-0" PRECAST 931 1247 1988 2560 3123 3688 4249 5'•4" PRECAST 411 411 5'�" PRECAST 1016 1806 2374 2944 3513 4064 1319 4460 7190 7342 5780 6259 1010 2270 2836 3399_ 3961 4084 5'-10" PRECAST 817 1024 1031 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 9091499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2OW 2593 3107 3620 4133 6'�" PRECAST 692 1139 3227 3031 3707 4383 5001 6'�" PRECAST 410 721 6'�' PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4598 m54 10000 8825 835 1808 --- 2329 - 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2898 3191 3685 T$" PRECAST 303 534 T-0" PRECAST 710 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'�" PRECAST 428 633 1593 2204 2481 2818 2621 ��" PRECAST 192 384 ��" PRECAST 454 586 767 948 1129 1310 839 1674 2298 3061 4099 4899 572 1318 1643 1969 2164 2519 10'$" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10'$" PRECAST 356 488 -1180 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1472 1763 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'�" PRECAST 430 406 530 653 m 872 544 1312 1742 2252 280 3562 466 1042 - 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2686 3191 12'-0" PRECAST 111 370 12'-0" PRECAST W3 366 476 587 698 783 507 1210 15% 2048 25M 3171 440 940 1300 1580 1314 1476 13'-4" PRECAST 270 433 1045 1355 1732 2157 =5 13'-4" PRECAST 82 298 13'-4" PRECAST 3N 303 393 484 575 645 414 1045 1365 1732 2316 28M 396 780 1057 1 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low 1988 Zug279 14'-0" PRECAST 71 293 14'-0" PRECAST 278 360 443 526_ 609 390 978 1272 low 1950 2389 378 717 _ 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 626 746 885 458 1079 1429 1824 2277 2712 246 663 9W 1237 1474 1715 15'-" PRESTRESSED N.R. NR NR NR NR NR NR IV-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 884 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 305 451 667 ON 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 191-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348— 430 513 595 235 736 959 1200 1467 1716 168 - 429 on 803 950 1096 21'r4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 07 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR " PRESTRESSED N.R. 116 22!-0" PRESTRESSED 137 226 _ 359 425 407 185 550 784 992 1203 1381 137 358 _290 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2,V-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 3W 418 129 4W ON 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTrS 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 Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CRE FiNSIDE PHASE 2 LOT #116 PROJECT* 04321.201 116R1 MODEL: 4EBB "1828 CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 22'All MAN 161 PRINT DATE: 02 18 21 SCALE: 1 /4"=1' — 0" SHEET s2.2A I CGII u ► ►Mm 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 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 TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP 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. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS ADIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS iN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: L 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 1N 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. GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD FV2x4S'CAB NAILED TO DIAGONAL ENDJACKSS BOTTODI ACINGIBOTTOM RD W/MIN (4) 10d CHORD BRACING VVHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION - DISSIMILAR BOTTOM CHORD BRACING ® END A DISSIMILAR BOTTOM CHORD FOR EACH CHORD CONNECTION 'ACING @ MID RUN M ' y�j U U U FRAMING PLAN SCALE: 1/4" = 1'-0" i s Reviewed for Code Compliance [B Universal Engineedog Sciences s 4 �T sl 2194 HWY ATA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com �)AA #: 0003325 I ? a L i f4 s k I I I r .�. :uw I� SUBDIV. & LOT: CREEKSIDE €r PHASE 2 LOT #116 ] PROJECT# IN 04321.201 116R1 MODEL I, 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: I I. rz FRAMING PLAN Ij a (160 MPH EXP. C ARCHrr 0 STATE 1O. F 'FLOR/IDS V vv FEB-? 2 2021 r r, aiR'�u�A sI�il��Y axa« `.sG"fl AEI, I10 17305 DATETPRIN? 02/18/21 : SCALE: 1/4"=1' - 0" SHEET S 3 v; 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING; SEE (1) SIMPSON HETA16 (9) 10d x 1 ti' NAILS TO TRUSS z "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4" B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING 1 (9) 10d x 1 z NAILS TO 6", 8" x 4'-0" MAYBE ADDED (12) 16d x 1 2' NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVIDE v W/ 10d NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3 4' NAILS TO GIRDER AND f 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS - W/ 1Od NAILS,2 ROWS, 3" CONNECTOR 4 I WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS " ( SEE ARCHITECTURAL ANCHOR REQUIREMENTS. a'' 4' x 2 z" TO GIRDER ' 2x SECURED W/ (3)16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD 2" x 5" TITEN HD TO CMU AND (18) SIDS 4' x 1x2 SECURED W/ 10d TRUSSES @,24" O/C, 1x2, 2x WOOD FASCIA " TO GIRDER 33" GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d (2) -1"x 5"TITEN HD TO CMU AND (18) SIDS 4" x 3" AND APPROVAL GALV. COMMON NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) j 1z2 SECURED W/ 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 2" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = Ui1810 LBS, L 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) �' B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B, ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIND C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) i ' TYPICAL TRUSS/ 1 i 1b 1c SCALE,3/4"=1'-0" TYPICAL ROOF GIRDER CONNECTORS) 2a Zb 2c SCALE'S/4"=1'-0" GIRDER CONNECTORS) a �li a it 11 ( E rj f� f, NOTCH DEPTH 1WD - HOLE EDGE >5/8" T HOLE DIAMETER <2/5''D SGL. STUD f.., OUTER 1/3OF SPAN ONLY HOLE EDGE >518" BTM. HOLE DIAMETER PLATE < 3/5`D DBL. STUD 1 STUD NOTCHING AND BORING LIMITS 8 S GALE: 1 1 /2°- V-0" 6-0" MAX (W/1X4) R 10'-0 MAX (W/2X4) c n # 1100 UPLIFT SIMPSON, HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4 TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1 /4" x 2 1/4 TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'.-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d'@ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, SEE ARCHITECTURAL 1 x4 DIAGONAL PRE-ENG GABLE TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER PLAN FOR LOCATION TRUSS ENG) 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. (::: c BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-U 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 93 Reviewed for Code Compliance Universlences gineering ALTERNATE MATERIALS 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 ' SLTRDIV. 8eL0°�o „ CREEKSIDE PHASE 2 Cy LOT #116 PROJECT* 04321.201 116R1 MODEL: 4EBB %828--CALI" GARAGE SWING: LEFT PACE: DETAILS 160 M11H EXP. C ARCHITECT STATE OF FLORIDA OFEkB222011 ,45a)""VA1111:_ C. ANDERSOP ✓ A NO 17305 PRINT DATE: 02 18 21 SCALE: 1/4"=11. 1 0" SHEET S3. 1////�\� 1 1 (I a I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) {BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.0 MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W1(2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #- 0003325 SUBDI'V. & LOT: CRE EKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHFFEF STATE OF FLORIDA FEB222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 DATE SCALE: 1 /4"=1' - 0' SHEET S�-TIB PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) {BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.0 MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W1(2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #- 0003325 SUBDI'V. & LOT: CRE EKSIDE PHASE 2 LOT #116 PROJECT# 04321.201 116R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHFFEF STATE OF FLORIDA FEB222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 DATE SCALE: 1 /4"=1' - 0' SHEET S�-TIB 2x4 BLOCKING BETWEEN TRUSSES VTCR (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END_ UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. rFOR SIDE VIEW lx2, 2x WOOD FASCIA NNECTION PER SEE ARCHITECTURAL USS MFG. 2x SECURED W/ (3) 16d WOOD GALV. COMMON NAILS. 24" O/C. 1x2 SECURED W/ 10d P DRAWINGS GALV_ COMMON NAILS CONT. 2X4 RAT RUN12" O/C ALSECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0" VTCR SPACING (1) AT EA Akin r�_n^ n PRE-ENGINEER�� VALLEY TRUSS CONNECTION SOALE: N. I.S. Reviewed for Code Compliance [B Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bdesigngroup.coni AA #: 0003325 SLTSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321.201 116R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCH(TECT� STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 18 21 SCALE: 1/4"=V-0" SEMET S3.IC i i —m 4'PT�x-.YLh. S,A R�(L'•'EL''Y.'-.':v ^-a—�r+v. .. c.4+ryu�^+A,u SF ,tv r - GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ,.q,. "A" 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. 2�-f GABLE - END '� ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, .,,. ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION `° ,''-" ACI 318-14,rBUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER: Fb = 1100 PSI AND A MODULUS OF N ,',� , ,1 ,, air ,v�, a PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY-.1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE n, 3E DESIGN OF R .� TON FOR THE DES g 3E >m @ � 2N 3R 3 c ,r r; - FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ^• ^'�`"u'-A".k`Gs?..= COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONSPRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES - c SHALL BE RATED TO RETENTION. LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 0ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 0 I+� O O 0 N SHALL BE CONSTRUED TOAPPLYTO 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 O O 0 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BEDESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI.347 LATEST W/ DOTSHALL BE HOT DIPPED GALS. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,' RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD: ® "V ''' 0 O 0 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. O O 0 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: - fk 0 TO THE ATTENTION OF THE ARCHITECT TO PROCEEDING WITH THE AFFECTED PART 0 ® WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER °� OF THE. WORK " ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 2E 1 2R 2R 1 1" ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 O O THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING STABLE AFTER THE BUILDING „A„ „A.. IS COMPLETE. IT IS THE'.CONTRACTOR'S RESPONSIBILITY TO DETERMINE PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED N 0 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, WOOD TRUSSES: 17 � Q V WELDED WIRE MESH, SHALL BEASTM A1064lA1064M, GRADE65 AND SE PLACED INACCORDANCE Wll'H THE[) O TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL. DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL VY� ®0 0 0 - TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR 0 O 0 THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH .2" CHAIRS SPACED T-0" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 0 Ci ® REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O ®.a T., v DO NOT SCALE DRAWINGSTHE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: .z� � . CONNECTOR PLATES SHALL BE AMINIMUM.THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL v � ® O ® TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY. DISCREPANCIES ARE FOUND. REBAR SHALL BEASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. v 0 0 - 0 GRADE 60.IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE - C� O O O O ., W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. Q �?� 90 O 0 0 ..e- V DESIGN LOADS: DESIGN; FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH :, A , "DESIGN NATIONAL 2R O 2R CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" v 0 0 0 O FLOOR: LIVE LOAD 40 psf T AND VERTICAL BARS SHALL LAP x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED O 0 0 ROOF: LIVE LOAD' P REVIEW. WOOD TRUSSES. 0 000 2R O 2R 0 20 psf. TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS:. #4 BAR - 25" #6 BAR - 36' 00 0� 1qJ O OO O 0 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - '42 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF V O 0 0 0 0 C/ O 0 O 0 0 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 WTH ANSVASCE 7 88: 1990. 0 O 0 0 O 0 0 15 p9f TOP CHORD 20 psf TOP CHORD V O ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING; HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S i NSTRUCTIONS. O (7psf w/ ASPHALT SHINGLES) (10 psf w/No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH V 10 psf BTM CHORD 5 psf BTM CHORD 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 3 v v ® 0 ® T" << 2E V V ® 0 0 0 3 a DEAD LOAD TO RESIST WND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf WALL.` TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. " TZ`-_,.L2? STAIRS LIVE LOAD 40 psf q„ 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 ,�---* HIPROOF. 11 �+�+ �+ WIND: DEAD LOAD SPEED =180 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER` SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ROOF WIND DESIGN'. PRESSURES (ASCE 7-16 (FBC R2020)EXPOSURE C, RISK CATEGORY 11) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT O NET (GROSS) ASCE 7-16 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH. LIMITED 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 'PSF 33:79) STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL ZONE 1 = 23-79AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 2 = 39.48 PSF (33.79) ZONE 3 = 67.16 PSF (77.16) MASONRY: PLAN SHOWING COMPONENT LAYOUT SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA ' A"= N-0" END ZONE DISTANCE 40psf LICENSED PROFESSIONAL ENGINEER MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL. REQUIREMENTS OF THE REQUIREMENTS FOR MASONRY MPH 402 BUILDING CODE EQ SP SPEED: 160 MASONRY STRUCTURES" TMS BASIC WIND E "SPECIFICATION ( TO FACILITATE THE A SECTIONS PLANS ARE PROVIDED OP DRAWI NG REVIEW: THE HURR ICANE STRAPS SPECIFIED ON THE WALL S ONS AND SHOP AS PUBLISHED BY Y STRUCTURES COMMENTARIES), "C" 1FICATIONS FOR MASONRY WIND EXPOSURE. STRUCTURES AND SPEC. GIRDERREACTIONS THE DESIGNING INTENT CO NSTRUCTION SCHEDULE AND MAY CHANGE PREDICATED ON THE TRUSS AND ED FOR GENERAL COMPLIANCE WITH G RISKCATAGORY: II SHOP DRAWINGS WILL BE REVIEW THE MASONRY STANDARDS JOINT COMMITTEE. APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TRUSS THE TRUSS ENGINEER. +- COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ' PRESSURE COEFFICIENT 0.1$ - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM 0.90, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES SS E GIN BASED ON ASCE 7-16 COMPONENT p ALL SHOPDRAWINGSSHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ORADIAPHRSHI ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN-ROWALL COLUMNS. GROUT SSIVE S FILL MASONRY CELLS SHALL COMPLY WITH MIN. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT E DAYS: UNLESS EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE SHEATHING ' 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE SPECIFICALLY NOTED OTHERWISE E FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM AT AND EDGE SPACING) SEE DETAIL. p WRITING BY THE ARCHITECT. TO CONSOLIDATE DATE GROUT. D SHALL BE PLACED W/ A SLUMP OF 8`TO 10". USE ONLY MECHANICAI-VIBRATION ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN FASTENER SCHEDULE - NAILS O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF FOUNDATION SITE PREPARATIONS TYPE "W OR "S". MORTAR SHALL BE USED EXCLUSIVELY ON THIS. PROJECT. MORTAR SHALL BE NAILS 4 E @ REQUIREMENTS NAIL REQUIRE RE OF 2 D00 f FOOTING MORTAR DINTS GABLE END. PRESSU TAL AND VERTICAL MO A SIZE HEAD LENGTH DIA: TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 RSRS-03 SCREW SHANK 170,000 RING (16-20 RINGS F1667 Sd RING SHANK R 2 3/8' 0,1.13 PER INCH) RSRS-01 SCREW SHANK 8d RING SHANK, 2 3/9' 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING Ps , PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMC-270 HORIZON EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FISL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 'J ER TO VERIFY THE SERVICES O F AN INDEPENDEN T GEO TECHNICAL ENC � E THE OWNER SHALL RETAIN 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. (48BAR DIAMETERS):, U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE. ARCHITECT. WRITTEN CERTIFICATION THATTHE 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 RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ROOF SHEATHING CONCRETE: 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 C0 A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = EXTERIOR SHEATHING Z Q p AR WEIGHT FOR FOOTINGS; AND SLAB -ON -GRADE 2,500 PSI REGULAR 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" J � AR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB 3,000 PSI REGULAR O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & m ANCHOR BOLTS AT THE COLUMN SHALL ASTM AWA BOLTS WITH DOUBLE -NUT LEVELING. ALL BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO L OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS 125 F3 IN 1-ERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED: CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. PER MANUF. SPECS:) SEE DETAIL. BUILDING LENGTH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTSARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ". AND ENDWALL BRACING WATER ISADDED TO THE MIX.UNTIL.IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON FOR GABLE END FRAMING THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN. 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY. THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ROOF SHEATHING ATTACHEMENT SPACING ��' GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE. ' ZONE 1: 10d NAILS 4" O C. ON EDGE AND 6" O.C. IN FIELD @ TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ REQUIRED CONCRETE COVERAGE OVER REBAR ZONE 2e, 2n; 2r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP RSHALLPERMANENTLY EXPOSED A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. B FOR EXPOSED TO EARTH AND/OR WEATHER. ' Reviewed for Code END. ATTACH ROOF SHEATHING TO RAFTERS 2F FOR #5 AND SMALLER 1-1/2" FOR #5 Compliance BLOCKING PER NAILING SCHEDULE 2" FOR#6AND LARGER Universal ngineedng ' C. FOR CONCRETE NOT EXPOSED TO WEATHER Sciee nces S 314" FOR SLABS WALLS AND JOISTS V J z Lu 0 w Y@ Q U =o z Z Ix 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J_ ¢ n Z z Y W ZQ LL 2 z U) ti z O CO TYP. EXT. SHEATHINGATTACHMENT zw Z (7 Ow z z ¢ fj U) O z Nr F O CI Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING J I'iCH I rIINU . #82" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNT11READED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 31NI T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 1-112" 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 1x2 PT FURRING. TO CASE HARDENED COIL GARAGE DOOR BUCK 1/4" OWTAPCON MASONRY 8"9/C r 1/2" EMBED., 4" END DIST, MASONRY I CONC. NAIL 1 ll2" LONG. : 8 O/C TOMASONRY/GONG. NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL EXT. DOORS CASE HARDENED COIL 9" Ole WNDOWIDOORI FASTENED GARAGE DOOR BUCK 1/2" DIA W/. EXPANSION BOLT 24".0/C 4" EMBED., 4" END DIST., I PT, SEE NOTE NAIL 1 112" LONG STAGGERED INTO.MASONRYICONC TO MASONRYICONC. WASHER 33" EDGE DIST. CONTACT THIS ENGINEER FOR SPACING. WINDOW BUCK CASE 14ARDENED COIL 9"Ole WINDOW/DOORI FASTENED METAL STRAP TO Ix PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO NIASONRY/CONC. MASONRYICONC. REQUIREMENTS EXT. SWING DOOR (2) 3116"DIA "TAPCON 1 1/2" EMBED 8 END. NON -BEARING WOOD 12 ° EXPANSION 24" Ole 4`EMBED 4" END BUCK 2. PT, SEE NOTE 6 NO WASHER FASTNER IT Ole DIST, 1 1/2" EWE DIST. : WALL TO CONC. SLAB W/ WASHER BOLT DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138" RAF z 2118" 9" OTC 4" END. DIST 1 VZ' PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. �- NOTES 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 SPECSAND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCK§ 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 U MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCON6 OR RAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE 2 LOT #116 PROJECT* 04321.201 116R1 YIdODEI : 4EBB "1828--CALI" t `GARAGE SWING: LEFT PAGE: -_ DETAILS 160 MPH EXP. C ,' m:t ARCHITECT: TE OF FLORIDA FED21 11 MICHAEL C. ANDERSON AP NIO 17105 DATE: 02� �1I3 21 DA SCALE: 1/ /4 " —1 , —0 SHEET N