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y1L� �8 R [D R I", N E, -Jill r r .VE "A el: (321) 733-7092 Fax: (321) 733-7972 00 k (, ?+ x s Yyv � aTATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ,,`'ERTIFIEDBUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 TEL: 321 733=7092 ( ) FAX: 321G (... ) "733-"7972 -FLORMA BUILDING CODE, RESMENTIAL, 7M EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH -CLASS B -BASIC WIND SPEED - malt=12 MPH i Vasd=124 MPH � EXPOSURE _ C -1-STORY RESIDENCE •I2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV A:C ADJ.. ALT. AMP BD. CL CAB. CLG. CON coxc CPT. C.T. D DBL. D.G.DG: DIA: DIM. DISF ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD` CENTERLINE - CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZE➢. DIAMETER DIMENSION DISPOSAL LAV LUM. M C MFR. MIN. M.T. MTD. MTL. N.T.S.OT PLPR PL P.B. PH. PLY. PLYWD. PR. P.T. R. RAD. RAG LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL TO SCALE CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR TREATED PRESSURE T RISER RADIUS RETURN AIR GRILL DATE DESCRIPTION CD's INUEp --- - - ----- --- -- -- 2011:FBC UPDATE ------.. -- ------ __- _ -- - -_ CD'S RE -ISSUED SIDING ELEVATIONS ADDED _ 01/26/10 ARCHITECTURAL SHEET 0145118 -- PG Cl—COVER SHEET PG GN- GENERAL NOTES PG AI -FLOOR PLAN PG A2C-ELEVATION "C" PG El —ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI —MECHANICAL PLAN Dl-DETAILS PG D2-DETAILS. --. PG WAi -WALL ASSEMBLY PG WA2-WALL ASSEMBLY PG WAR —WALL ASSEMBLY DETAILS DETAILS DETAILS 01116AS ' 02/21A8 03/1 8 CDS �-ISSUED 04/19/l8 4 FOOTING REVISION PER M.BOIIE:S' O6RTn8 CD's RE -ISSUED _ 02AcVS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) ®2nan9 PLAN MAINTENANCE :. 03/264S R�VIWD LINTEL SITE AT FRONT ENTRY DOOR ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AM SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: 321 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF L_NY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN w ORDER TO BUILDTHISPROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER' TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO " RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A ONSTRUCTION BED ON THE DRAWINGS SET, DES`CRIPTION Lim�Tf S DP. DR DEEP DOOR REF REFRIGERATOR ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAMON (MELBd PG WA4-NOT USED SQ.P 1 • CALIC. D S. DOWNSPOUT RM ROOM REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELB.)DTL. WA5-NOT USED ➢w. DETAIL DISHWASHER R.O. sC ROUGH OPENINGPG SOLLDCOREEXTDR L10044241113 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/Si.IA (O�) PG WA6-WALL ASSEMBLY DETAILS EA. EACH S D SMOKE DETECTOR HUNG ADDED LED LIGHTS + KITCHEN E 5ATH PER MARK BOWES ELEV. ELEVATION S.H. SINGLE EO. EQUAL SHT SHEET.0111SA3 ADDED STONE OPTION ELEVATION G t D (TAMPA) - EXH. EXHAUST SHTHG: SHEATHING LIVING 1916 SQ. FT. EXT.EXTERIOR SHWR SHOWER 0WI/19 ELEVATION 'G' SIDING -ADDED LOUVER a GA5LE ROOF FF.0 rx GLASS SL. SIMILAR `NG GARAGE 430 SQ. FT. FIXED I9)/25/Is ADDED OPT. B 0 CEILING HEIGHTS ENTRY I6 SQ. FT. FIN. FINISH - SL GL STD. SLIDING GLASS STANDARD 01/OI/2O PLACE USP CONNECTORS WITH SIMPSON CONNECTORS ReersalELarCode -Compliance LANAI 80 SQ. FT. FLR. FLUOR FLOOR FLUORESCENT SWS SHEAR WALL -------- univerSciEngineennc Sciences 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS TOTAL 2442 SQ. FT. FR:DR FTG FRENCH DOOR FOOTING . ' TTiMP SECTION ..:TEMPERED GLASS. --- 04/0%nO �- , OPT. 8 0 CLG. HGT: ADDED LED LIGHT IN FOYER GA: GAUGE rxK: rxlcx _ A/C VOLUME *41"1.6 CU. FT. GAR DISP GARBAGE DISPOSAL. ro C TOP OF CURB 04/OWO OPT. 8'-O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY G.F.I GROUND -FAULT CIRCUIT INTERRUPTER LJP T.O.P. T O S. TOP OF PLATE TOP O F SLAB O5/O6 !2O —---- IONS 1 M (O I A VAT RL ADDED ELEVATIONS L -- STRUCTURAL SHEET # DESCRIPTION " GL. GYP BD GLASS GYPSUM BOARD TYP. U.N.O. TYPICAL UNLESS NOTED 07/15/20 _ ADDED ELEVATIONS 'M G'-'MH'-'MS' (ORL) _ -- -------- _" ---- H.B. BOSE BIB OTHERWISE 01/01/21 - 2020 FBC UPDATE PG' S1-FOUNDATION PLAN H.C. HOLLOW CORE V.P. VAPOR PROOF PG S1.1A-DETAILS_ HDR. HEADER W. WASHER PG S1.2—D-OWEL PLAN .HOT. OR HT HEIGHT W/ WITH _ ---_- _-__-_ ___,j INSUL INSULATION.... WD WOOD_...PG I S1.2A-DETAILS INT. INTERIOR WDW WINDOW : ---- - ---- - -- -- PG S2-LIFT BEAM PLAN AND NOTES wFI W.I. HEATER wnTERHEA WROUGHT IRON __ __ - PG S2.1A-DETAILS _ PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN 7 - °I - __ _.___ -_. _— _- -------_-__ ____ _ __— _ PG S3.1A-DETAILS I -- -- -- -- - .- ---- - ----- - - PG S3.1B-DETAILS �; r- --- ----- - -- -- --- -- - PG S3.11C-DETAILS - GJ _ PG SNI-DETAILS i s" ,> 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdesi�ngroup.com AA #: 0003325 I� N v i Y'I i Ij 5 I ' 1 u =' SUBDIV. & LOT: CREEKSI_ PHASE 2 LOT #115 x PROJECT# 04321.201(115R1 MODEL: 4EBB "1828-CALI " GE SWING: LEFT PAGE: COVER SHEET 111,160 MITI EXP. C ARCHITECT: STATE OF FLORIDA A/- / fE72It11 MICHAEL C. ANDERSON aR NO 17305 PRINT 02 17 21 DATE: SCAT 1r: 1/ 4"=1''-0 SHEET C _IL_ SITE WORK TIMBER GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS IF REQUIRED BY BUILDING DEPARTMENT). 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 UNDE 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 REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL 1, 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 E E L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED 1N ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R3012.1,2. 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 SIUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 1/2 THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTI . N 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 Z ALL LUMBER EXPOSED c EX OSED 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 CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/0 o AND COMPACT TO 95 /a MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER HAP - G E CHAPTER 6 WALL CONSTRUCTION AND NAILING SCHEDULE ON PLANS. 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, TECHNIQUE 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 CO S. 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 CONTRACTOF 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. I _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 F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2, AAFLEX. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEE 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVI DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. _ NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JUIlISTICTION, INCLUDING ALL APPLICABLE STATE; CITY AND COUNTY BUILDING AND ZONING CODES. 5. ALL SHALL BE FLUSH WITH GRADE. ENT ST STACKS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO''BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.' 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVE[i METHODS OF TERMITE PROTECTION EXTERIOR WALICOVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR O WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR GARAGE RESIDENCE HALL BEE EQUIPPED WITC PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE G GE ANDS QU APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE F COMPLIANCE HALL 0 CO C S BE ISSUED TO THE THE WALLS FORCOMPONENTS AND. CLADDIN LAD IN A G LOADS ACCORDANCE WITH FBCR TA TABLE R301.2(2) A M DIFIE Y S MODIFIED B FBCR WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TH SOLID0 N BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BETESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3: T PENETRATING THE WALLS OR CEILINGS SEPARATING THE T IN THE GARAGE AND DUCTS G AS PER SECTION R302.5:2: DUCTS G G AGRICULTURE AND CONSUMER SERVICES. 7 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL 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, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. R302 THE GARAGESHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY INOT ASTM-C926-1 AI ` 8b STM-C1(63-19a & A TM- 17 7. S C 8 AS PER SECTION R302.6 & TABLE 6 3 LATH &ACCESORIES PER AS'fM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOTLIMITED T0: LESS THAN I -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 INSTALLEDPER AaTM_C1 063- 1 9a AND R703.7. FIRE RESISTANT CONSMUCIM UNDER STAIR PROTECTION: 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE 'I DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUP''S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I 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. i Reviewed for Code a Compliance ' ., Universal,Fngineering Sciahbes 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH`. 321-802-3591 www.abdesigngroup.com AA #: 0003325 I,"' I I"� ' I I V a I n IY I i y. Is , ( � LEI CREEKSIDE PHASE 2 LOT #115 PROJECT*� 04321.201 115R1 MODEr. 4EBB 111828--CALI" GARAGE SWINcF: LEFT t PAGE: GENERAL NOTES 160 M11H 1 XI'. ARCHITECT: q STATE OF FLORIDA FEB 2220 MICHAEL C. ANDEI,F (IN, AR NO T7305 PRIN°.1' DATE: 02 17 21 SCALE: 1 %4"=10 - 0" CONTROL DATE: 12/10/20 (RM) SHEETI�� �I GROUND `SNOW LOAD WIND DESIGN SEISMIC DESIGN GATAGORY' SUBJECT TO DAMAGE FROM WEATHERING' FROST LINE T155MITE DEPTH° WINTER DESIC�1 TEMPO ICE BARRIER WIDERTLAYMENT IREDUIRED" FLOOD HAZARp9 a AIR FREEZI INDEXI' MEAN ANUAL 7EMP� SPEED (Mp1l) TOPOGR4F'HIC EFFECTS" NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY I NA NA FLAME SPIREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBG R302.10.1 THROUGH FBC R302.10.5 12' -4 ° e_ �k �s �e , 11 -4 - _4 6 _ID I 0`101_41 COVERED LANAI , ,, I a -a CL.G. I ffi(2) 3052-SH I ®6ID68 SCs�. I �(2) 3052-5H EGRESS _ ROOM ROOMNr BEDROOM #1 B'-8' CLG 8'-8' CLCx 2X8 S 41-81 • , I v AI 0 I, _ v7lv� cV. ID -t. m ®Q WC. _co—IREl -ISH d s nc. V. b36 I CLG I� —--- _ I r — SHWR PAN V.IC. W/ ENCL m I REFII 1 -� -SH IR-ISH SINK b24 r — ab36 0 3: m----- IGT W LAUNDRY IR-iSH ' — — I - I I 0 8'-8. 8'-B' CL AI 2-8 m 2'-4 LL_=� 6'-8 B b36 CLCIL RANGE PAN. `A d I Il n 0— BEDROOM #4 J I -� �. LL----J ARCH v 3-SH DEN V a' CLr: u > V. IC' � � I a • Q ,, II':-V" II 1_II IIID 111 1_ II W 4- 3� 3 6, v 2 8II II' -ID �, I- I m & 'Y' B 11 v ® w Al �R a BEDROOM #3 = 3' 4° 0 0 0UJI4- 9;�) — F 'x54' 22WC. AGCATTIC— jI I 8 LAY. e BOLLARD i i a1 �L' v BATH #2 m AS REQ. 8'-8' C1:(s _ N PER BLDG. CODE GARAGE V. - - 2 1 .Y R 61-61 a.t I BEDROOM #2 3ID68 W - 61-61 CL.Cs. 0 TRANS. — E m I/2" 01-W C4.11 N AR CH (2) 3052-SH 16'-ID°Xl'-ID'O.HD. �� I 2❑ EGRESS — — — — — — — — — — — — — — — — — — — — -8" 16`-ID" 2 -8 _ 3'-101 1 101-211 21'_4o 4 4 ; 14 -0 EXTERIOR MASONRY WALL BRCS. HEIG14TS fTTTTfTTTfTl !1 BRG. SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI Is* 60. FT. 430 SQ. FT. 16 SQ. FT. 80 50. FT. TOTAL 2442 Sa FT. A/C VOLUME 164.1-7b CU. FT. .. 2; 100 NWPH Wl D (W REMARKS -.. AND TYPE FOOTAGE MIN, WINDOW 10 34/-45 CRITERIA I EXTERIOR SWING m 18 5 33/-43 , DR MIN. CRITERIA S.GZ). MIN. 41 5 31/-39 CRITERIA W 10 O.H.D. 56 5 2S.I/-31.3 SOFFIT N/A 5 31.6/-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. CONTROL DATE OVOV21 V1-4 TOP PLATE f II � I y j BAR DETAIL A FLOOR PLAN SCALE: 1/4' = I'-0' NOTE: -2-8 LOUV DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. 0 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED IUITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT Q LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. < EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY 0. DOOR TO BE EGRESS 'POINT WHEN THE HOME IS SHUTTERED. ly - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. � -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED Ili GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION WDIM. VARIES R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. ' -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. v -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 ■0■� 0 ARCH DTL. B SCALE: 1/2 = 1'-0' Reviewed. for Code ED Compliance Universal Engmeen.ng Sciences V SUBDIV. 8e LOT: CRE EKSIDE PHASE 2 LQ7' #115 PROJEClr# 04321.201/115R1 MODEL 4EBB "1828-CALI GARAGE SWING: LEFT PAGE: FLOOR PLAN �160 MPH EXP. IC ARCHITECT: STATE OF FLORIDA FEB 2 2 h2il MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 FOR DATE: / SCALE: 1/4 11 —1'-0 SHEET +/-19'-0' 5LDG. HGT: 4' FREIZE HAND t5'-t7 CicCs. HC.7 t.. OF°T. COACH LIGHT 0 5 A 0 -0" FIN. FLR. _ EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT 12 % 0'-811 5Re. Her _ 1 � 0'-0' FIN. FLR. 8'-8 5RG. H4GT.* 0'-0 FIN. FLR. n E UAL EQUAL D CON ROL JOfN7 TO CONTROL JOIN FRONT EI,]EVA'I'ION SHINGLE ROOF DECORATIVE FOAM DRAIN TILES ® 6' RAISED 1 15 SAND (TYP.) WAI �- UA - S'-S 5RCs. HGT. S'-8" BRCS. HGT.,h 16'X60' FYPON DECORATIVE 48 48 NUTTERS OR VA A QUIVALENT ITT . 4' RAISED I SAND (TYR) ----- - I I �$0_0" FIN. FLR. 0'-0" FIN. FLR. SCALE: 114 a 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103.4 OFF RIDGE VENT 1r6 12 6t A- A I�6 0 5R.G. Hrz7. 48 I 48 VA �WA ❑❑ TYP. ----- -w I L- 00'-0' FIN. FLR. .BEAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT — —-------------------- ------------ -------------- - S`-B" SRC. HCxL 415 I TrP , I - - L I - — - — - — - — - — - — - - — - — - — - --- - ----- - - d4O'-O" FIN. FLR. SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE OFF RIDGE T N N 12 6 12 IIE �6 � — 0 - — II 45 v II 5RGx. HGT. oO'-, O" FIN. FLR_ I 8® I � 1,1�e A SCALE: I/2 1'-®' Reviewed for Code Compliance Universal Engineering Sciences 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 - .4X 1176 IN UPPER PORTION OF ATTIC 470.4;SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138'SQ. IN. PERVENT(netfree area) TOTAL#OF VENTS REQUIRED = 3,41 TOTAL# OF VENTS PROVIDED' = 4 SOFFIT VENTILATION AREA 7 SQ, IN. PER LINEAR FT (netfree area) LINEAR FEETOFSOFFIT REQUIRI E7.20' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abdesiingroup.com AA #: 0003325 l V� I I' r 0 F� c L1 f i 1 ,1 f vv A VSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201/115R1 :FODEL: 4EBB "1828-1 CALI" GARAGE S WiNG: LEFT PAGE: ELEVATION 'T 160 M111 EXP. C ` ARCMITECT STATE OF FLOM r, FEB 2' 2 2021 AR NO 173®5.) DA ET 02/17/21 SCA1.E:1/4"=1'-0' SHEET A_ 2 C N ELECTRICAL LEGEND SYMBOL DEFINITION NOTES' —{--} 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET T OF OUTLET WIRED TO dUITCH C-FI IIOV OUTLET EQUIPED W/GR1ND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION - TERPROOF EXT.OUTLET GROUND FAULT I INTERRUPTER .W SWITCH SWITCH ) 3-WAY OPER 64 SWITCH 4-WAY OPER u. _. i_ /�1 WALL MOUNTED I—v LIGNT CEILING LIGHT i l`L LED CLG LIGHT LED VAPOR_ n... ©VI= PROOF LIGHT m.-.J O VP VAPOR PROOF R LIGHT j ORECESSED CAN ® VENT. PAN I CIPM PER SQ. FT. i -...... VENT. FAN W/LIGHT I CHM PER SQ. FT. '. _.... VANITY LIGHT FIXTURE n.� (SPEC'8 TBD BY BUILDER) 4'X2' FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (RECESSED)I EKI 4'E FWORSHT LIG WRAP I..,. AROUND (SURFACE MNT-) 2' FLUORESCENTS I,..� 4' FLUORESCENT 4' TRACK LIGHT ® 4 PANEL — Nib METER I F SMOKE DETECTOR Ww/ HAI®WIREUP m S.D. WALL MOUNTED GATT. BACK-UP W/ HARDWIRE - SMOKE DETECTOR d 1 BATT. PACK -UP W/WARDWIRE $/CO CARBON MONOXIDE SMOKE DETECTOR INTER —CONNECTED SHALL BE A DISTANCOMBO CE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT a NATURAL GAS OUTLET ® TELEPHONE JACK WATER HEATER DISCONNECT IGNITION SOURCE TO BE ELEVATED A/ AIR CONDITIONING T( 59 2l ONrV UNA. Dlecot EGT T44I9 T TV TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J_BOX MARKED AS SUCH FOR INSFECTION CEILING BOX REQUIRED TO BE SUPPORTEDTED IN IN ( CEILING rANA-IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'LIGHT STRIP IP - 36' INCANDESCENT LIGHT STRIP nnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY �l KP KEYPAD PUSH-BUTTON FOR CHIMES ,f .P TFe �P9. I `-.a Use PORT: • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR ON.- iTH EDITION (2020) 4 NEC 21012 201-1 EDITI • 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a 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 M15013 r5CR TTH 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 TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7TH ED (2020). . ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER Ewr_ ENEWa CONSERVATION (RESIDENTIAL ENERGY gEE[rIENCY) 2020 1th EDITION RA04.1 MTD. LIGPT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OPT- _.------------- -- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' WP Panel MAIN - A PANEL:8116 Wp crt breaker VOLTAGE: 1'2U 124U V -1 Ph MAIN; 1bU Amp M. U.13 FEEDER; 3- #1 CuTHWN & 1' #6 Cu (G) In 1 1/2 C. OR 3-#2/0 AL THWN & 1 #6 Cu (G) 1n 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit. Watts Description Bkr Pole Wire #12 1 20 lExtenor Receptacle GFI fur TUG 1200 1 2 Space #12 2. 20 Imgat;on Pump 10Q0 3 4 Space 5 6 5304 A/C C U.-1 35 2 #8 _ Space -- _ 7 8 PANEL - A PANEL: 42 art: breaker VOLTAGE: 120 / 240 V`-1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3•#1CUTHWN&1'-#6Cu(G)in11/2'C OR 3-#2/OALTHWN&1-#6Cu(G)in1112 C. I Wire Pole Bkr 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 4500 Water Heater 25 2 #10 #12 1 20 _ Refrigerator 1500 7 8 #12 1'. 20 Dining Roan Lights and Receptacles AFCI 1500 9 10 1200 D11sposal.GF1 20 1 #12: #12 . 1 20 _ Bath #2 GFI Receptacles 1200 11 12 1500 Dshwasher GFI 20 1. #12- . #14 1 15- Foyer /Hall Bed #2 / Bath #2.:Llghts AFCI 900 : 13 1 14 5000'. Dryer GFI 30. 2, #10 #14 1. 15 Lnnng Room Lanal Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 _.. #14 1 85 ISD & C/O AFCI: 900. 19 20 1000 Garage boor Opener GFI 20 1 #12( #12 1 Laundry /.Bed #4 / Den AFCI �- 1200 21 22 1200 Garage Lights and Receptaces GFI 20 1 #12: _—_ Space _ 23 24 900 Bedroom #1 AFCI 15 1 #14 ' Space 25 26 900 Bethroom #1 AFCI 15 1 #14 FSpace Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space. 29 30 ` 1000 Irrigation controls only; 20 1 #12 Space. — 31 32-. Space Space — 33 34 - Space _ ... 35' 38 Space Space — — 37 38 Space .. #8 12 35 A/C AHU-1 5525 39 40 Space (Heater 5 KVA at 65°l°. 41 42 - Space 27600 Lead subject to demand factor calculate / line s" Load subject to demand factor calculations / I;ne. 16000. Demand Factor. Calculations: Total load subject to demand factor 43600 - A)SIORIENIATI ' _1 w ,A. -CI: ARf, FAULT CIRCUIT INTERRUPTER First 10000 watts at 1000A 10000 NC: NON=INCIDENT LOAD Remaining watts at40°!o 13440% 'GFI: GROUND FAULT INTERRUPTER Total A/C load 10829 Total Connected Load Watts LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD 34269 Total Am ps (watts /240volts) 1428 General Lighting & Receptacle Load Total A/C Square Feet: 1828 General Lts & Rec 3 W / Sq. Ft. 5484 HI -Hats 1 at 65W/LI ht at 100% 65 Total General Lights.&. Rec (Watts) 5549 Ckts# I watts/ckt Total Watts General Lts & Rec Panel A 91 6171 5549 I --- --------� Reviewed for Code Compliance. Universal Engineering �0 I Sciences I m I I ---/ LED LIGHTING LED LIGHTING @ SINGLE LAV, C DOUBLE LAV . BATH *z BATH rl 150 AMP ELECTRICAL RISER NOT TO SCALE.'-- . GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHWTHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER L� PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 w COPPER (CU) IN 1-IR" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MC5 TELEPHONE SERvirm ENTRANCE EQUIRIONT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR TTH EDITION (2020). 5/8" DIA X a FT LONG COPPER CLAD GROUND ROD r 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. { FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 ,F E \\ L L C REEIKS IDE° PHASE 2 LOT #115 20JECT* MODEL: 4EBB "1828 CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 }MPH EXP. C ARCHITECT: STATE OF FLORIDA ?VFtB'F 2 2021 MICA L L— °Z4, ANDERSON PRINT DATE: 02/17/21 SCAT :4/4"=V-0 SHEET "I w g b PLUMBING PLAN SCALE: 1/4 = II-0' r� Y ilk Niy NO 1,4 KITG-4EN SINK LJ/ AUTO VENT 1-1/2' VTR Jay "I I I e 9 D JN ,FAT) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering Sciences 2194 HW) A -LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.coni AA #: 0003325 O\` UM hk lk\ k4 y I W U13MV. 8c LOT: CREEKSIDE PHASE 2 LOT #115 MODEL: 4EBB "1828-- CALI" GARAQE SWING: LEFT PAGE: PLUMBING PLAN `160 MPH EXP. C ARCHFrECT-- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 ' DATE SCALE: 1 /4"=1' — 0'1 SHEET S BDRM. 1 12X12 LIVING ROOM LANAI DINING 1mx,& 1 i to b ROOM I I I 6" 1mx6 1mx6 — — 120 CFM 120 CFM ® 8x4 ---- 45 BATH 1 45 4 M 8X4 W.I.C. 45 CFM ------- 1mX6y�—_ 120 CFMu--- -_ CFM i 8x4 KITCHEN LL J45 CFM 1mX6 Uoo-F-�, 75 CFM — —u 11 ---- I--J RA 12X 1E DEN TH ® 4' 11LOUVER I BDRImi,#3 16 I I PLANTATION 1 118m-m4 2-8' I IMAX AIR Imx6 r 9A 1, 584.15 CFM l5 CFM — L� I I I 11 5' N -L—u — = 12X8 F------ I I L — — — — — J GARAGE 4' 8X4 I �� 45 CFM I II —� II I I 12XOTHRU I II PASS I FOYER MECHANICAL PLAN SCALE: 1/4 -- V-m' G R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code I 91 Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT: 04321.201 115R1 M0DET • 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MYH EXP. C FEB 222021 PRINT 2117 DATE: 02 / / SCALE: 1 /4"= V — 0" SHEET MI PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL a 32, O.G. MAX FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS e241 O.C. PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 5/8' GYPSUM Be OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8, OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8, OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE l25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD---_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS �1A1 (NON -BRIG.) n� f SCALE: in'=I'-0' PRE-ENG TRUSS \\--SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE/I- C20 R ELEVATION 2x FASCIA PER VENTED SOFFIT TYp- ELEVATIONS 0-�- R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 1x2 P.T. FURRING — STRIPS a 24' O.G. 8' CMU 1/2' GYP. WL. Bp. - WOOD BASE — a: a H W/ WINDOW OPENING BOND BEAM SOLID GROUT W/ (D- 05 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT AND SEAL GAS LINE O NOT CUT I i' PVC SLEEYE FOR GAS LINE �E BOND a, CIM E AM ate.. an. EBARS flAeE a . . .. :. 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR a ' TB TYP. WALL SECTION )NO OPENING NOTE: PER SECTION FBCR 505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN -STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' =1' -O' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE iI, ASTM D 486S TYPE IV, OR ASTM D 6-t5l FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS A. 1/2' THICK, 2 COATS' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2B GAS LINE THRU BLOCK D1 SCALE=1R°.r_®' -- --2X4 SFr- 24' C.C. MAX.--., SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFF -BACK AT ALL UPRIGHT: - PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS — PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS Fi INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG., BOARD 0'-0" FIN. FLR p / 8' CMU d a -da a a d n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL. ix2 P-T. FURRING -- STRIPS a 24' O.G. 1/2' GYP. WL. BD. - WOOD BASE----- 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALv.STEE7 L APPROVAL REEL VERTICAL TRACK 11_MIN. BY MAUF. _ SLIDE ASTENED TO TRACK BRACKET9 ROOM Wi PRODUCT APPROVAL R-Q CORDER BEAD a' CMU SEE STRIIC'IURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REGL SEALANT < BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUR) BY 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 5 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE F ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU L 0'-0' FIN. FLR e a a . . a d TYP. WALL SECTION �1 NO OPENING 1-STORY GA.13LE BLOCK WALL Reviewed for Code Compliance Universal Engineering ' Sciences Note: WALL FENESTRATION FLASHING PER FBCR 703.4 - 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 -1I1. All exterior Fenestration products shall be sealed at the juncture with the building wall with a sealant complf�ing with AAMA 800 or ASTM Ce20 Glass 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 012, 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 AlA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesi ongroup.COM AA #:0003325 SUHDIV. 8e LOT: CRE EKSIDE PHASE 2 LOT #115 PROJECT* 04321.201 115R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 J DATE: a 02 17 21 DATE: ' SCALE: 1 /4"-1'- 0' SHEET 1) 1 TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 0 "-SECURE 2x4 ONE' FLAT TO BLK �O W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR 1401 0 BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. IN IDr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT 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 S' OF EACH END 4 18' O.C. MAX SPACING GARAGE DOOR (21BUCK ATTACHMENT 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 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" A 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' of EACH END 4 19' O.G. MAX SPACING. 2XS= SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. 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 +1 1/2" WINDOW TO BLOCK +1 1/2" 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(b: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2XS: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/23 DRYWALL ❑ I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" NDOW TO BLOCK +1 15/16" 2X4:cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 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 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: IMM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING W( 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" LN�DOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1140) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 19' O.C. MAX SPACING. B' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3" ru" LT TIT.nrx 4-3" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X(P: CEIC SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MI?%L EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LA 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER ikDOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO S' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTU S NOTE: SHIM AS NEEDED TO PLUMB RE DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" 2X4: 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: MM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' D.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 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. - 1/2' DRYWALL I'X4' P.T. NAILER 1/I6' O.S.B. X 4' MIN. r— 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 7/16" G WINDOW TO BLOCK +3 7 16" 2X4: IM 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 SPACING. 2X6: CIM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING. 2X8: ® . SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEPMENTINTO BLOCK I VI s' CMU 1/2' DRYWALL EJI'X4° J P.T. NAILER r I' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4 WINDOW TO HLOCK +3 3/4",w Reviewed for Code 93 Compliance Universal Engineenng Sciences DRYWALL l� IX FURRING `RIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K REQUIREMENTS KTA. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA k 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 02 177 21 DATE: 1 SIC AT :1/4"=1'-0" SKEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' 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 • i' O.G. MAX VERTICALLY i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.G. MAX At SUPPORTS WRB LAYER +, STUCCO WRAP WOOD SHEATHING OR 7/1W ZIP SHEATHING SYSTEM NNSTALLED PER e rO a" GAP MIN. LATH SHALL NOT e' TIN a' 6' e BE CONTINUOUS MIN. MIN. IN THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE- PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. IS' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE:\ / STRUCTURAL STUD FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 — 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • FT. A OI. FOLD INWARD • FT. A z. GREASE • PT. B 3. CREASE • FT. C ® ®FOLD 011. SHINGLE ROOFING PRIP EDGE. OVERLAP 3'. EXTEND 112' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX O1. FOLD INWARD • FT. A a. CREAM • PT. B FOI a ® 1. FOLD INWARD • FT. A 7. GREASE • Il B 3. CREASE • PT. C 4, FOLD PT. G OVER PT. B TILL FT. G TOUCHES BOTTOM FLANGE FLANGE L WATER TIGHT SEAL. FOLD. W MM CUT. Ij' THIM 3 COAT CEMENT PLASTER (FRAME), 14' 2 COAT CEMENT PLASTER(CMU) Will LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) Will LAYER $1, STUCCO WRAP (FRAME ONLY) LAP LAYER OF BUILPING WRAP OVER NAIL -Nth FLANGE, STOP WRB gam, I ii' ABOVE SHN21-ma tFRAMIE ONLY) FRAME OR CMtu EXTERIOR QQQE&All IQJ0 jj 5x5 I114I.1. FLASHING ' a- 0 lu" KICK-ou-r FLASHNG (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTSER SHEATHING TAPE MIN. LAP v METAL LATH 6' MIN PAPER LAP BELOW ONLY / NNI WRB LAYER 02, FORTIMMER BUILDING PAPER 2 PAPER LAP SCALE: 1 1/2' • I'-0' ® KICKOUT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) LATH VERTICAL VERTICAL LAP TO BE 1' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER 81. �' THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER /Jf M NUR SPECS.) '71'R VERTICAL LATH & PAPER DETAIL / WOOD STUDS SHEATHING NOTE SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECSJ PLASTER BASES SHALL BE SECURED TO BUILDING 6LAP FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO Y4' LAP • LATH WIRE AT INTERVALS NOT 3" LAP • PAPER MORE THAN 9' 029-MM). AS PER ASTM CI063. FOR REPAIR OF TEARS HORIZONTAL LATH PER MANUR SPEC. OR IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PEEL 4 STICK 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER tow.m.810E9941110 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB # TAPE OVER ROOF/WALL SCREED z 5'X5'I IV' TYPE CONTINUOUS GALL. METAL FLASHING Z' (NAIL. TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 ROOF PER ELEVATIONS FLAS HIN 4'x4' SELF -ADHERING MEMBRANE —� FLASHING (COMPATIBLE W/ HOUSE \� WRAP MATERIAL) OVER APPROVED HOUSE WRAP. Y: FLASHING TO EXTEND ONTO 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING �ME *I INSTALL FASTENERS CCi_IPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, FL.EASE SEE MANUFACTURERS INSTALLATION PROCEDURES WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADSTEP 02 FLASHING MEMBRANE WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTINEIER 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 ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) N .TRATION Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18h. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL CF Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE (UJR5 L -EF STUCCO UJRAf=) WFw,' 5 LAirER 4*2 (PORTIF-15ER — ——.—.—.. 5UI LD INCH FAFER) METAL LATi 4 X X- 'X X STUCCO 1. 4, WOOD OR 7/1(0" ,ZIP UJ74LL 5HEAT4 41NCB SELF-?4Dd4E&IVE FL)4514ING — — — — — — NOTE: 1"I TAL LAT�4: L)4T+ 4 TO 5E }=ER SECTION R103.11 / ,ASTM C-l547-14a, M1N. 2.5 L85_ fi=EF. SQ. "rARD (UT I L I T*1' OR NOMINAL LATH DOES NOT 1"IEET SFrzCIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SiTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB "1828---CALI" GARAGE SWING: LE ET PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 7nARCHrrECT- OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 J PRINT 21 17 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER •I, STUCCO WRAP DRYS] INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 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, Y4' CAULKING: a JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND FRAME DRAINAGE PLANE (UJRS LATER 1i STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - - - - - - - - SUILDING PAPER) METAL LATH x—x—x—x STUCCO'...: WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING - — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-54-1-14a, MIN. 2.5 L85. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFIGAT IONS) STUCCO FINISH 6" 5ELF ADHESIVE OVER TOP E SIDES 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR SELF WOOD SHEATHING i WRB LAYER 11, FLASHING: UNIT STUCCO WRAP WRB LAYER 02, FORTIRBER PREMANUF. DRYER BUILDING PAPER VENT CAP (5ET IN METAL LATH CONT. SEALANT) WOOD vs' TEXTURED CONSTRUCTION FINISH ® WOOD FASTEN TO WOOD STRUCTURAL SEALANT a 4 MEMBER a In D.G. MAX TOP E SIDES s' cMu Ye' TO �' MID -WALL WEEP SCREED 6B DRYER VENT (BLOCK).: 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY BUILDING PAPER OVER 'QUICK FLASH' F- HORIZONTAL WEEP SCREED (FRAME TO BLOCK) PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' I / V I>_: IF IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. NIETEF VERIFY LO /AMMA I CJ I V1= STUCCO SCRATCH COAT # 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD ZIFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-P0LY5LEND FOAM °��"- "" c"' �� 11OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOIN'T5 AND INTERSECTIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STF= ) :I- APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP S T E F a STEP 1*2 Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER 01, STUCCO WRAP SELF.ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #,15 STEP #(a 0 ELECTRICAL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.coni AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT* 04321.201 115R1 MODEL• 4EBB "1828--CALI" GARAGE SWING: LEAPT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 21111 MICHAEL C. ANDERSON AR NO 17305 J r•JIMLS4-i 02 17 21 DATE: / SCALE: 1 /4" =1' — 0': SHEET FDRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 CFORTIF15ER - - - - - 5UILDINa PAPER) METAL LATH x x x x STUCCO WOOD OR -1/16" ZIP WALL SkEATkING SELF-ADNE51VE FLASHING - - - - - 2 1/2" ,>I ,SCORNER BEAD -L--F JLJ i CORNER BEAD (FASTENER 4 SPACING a 'I" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY @) BLOCK Reviewed for Code compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d esi gngrou p.com AA #: 0003325 moilJ SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB "1828--CALI" GARAGE SVfMG: L E FT PAGE: WALL ASSL IVIBLY DE'CAILS 160 MPH EXP. C ARCHFFECT-. STATE OF FLORIDA FEB222021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 17 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH Q WOOD 1/2" TEXTURED FINISH 6 CMU 1\ I\ I\ I\ I \ I \ J \ METAL FASCIA \ WRAP YS' FROM \ STUCCO, 1" FROM \\ WOOD WALL \ � 1 EXTERIOR WALL \ (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY o�� `\ I ��II VATI®IV g f=L?4N A METAL FASCIA WRAP 2X& SUB BAND 1 �)t ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH 6 J WOOD, 1/2" TEXTURED FINISH a CMU '-,! 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHINGS OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER °2, FORTIF15ER BUILDINGS PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' —0' SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W1V22"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cap WALL SUB_ BAND DErI'AIL (6)l WALL WKICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x 5UI5-15AND W/lY"x4" NOTCH G END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH 6 END, WRAPPED IN PEEL E STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd esi g ngrou p.com AA #: 0003325 SU3BDIV. 8a LOT: CRE EKSIDE PHASE 2 LOT #115 PROJECT* 04321.201 115R1 MODEL: 4EBB "1828-CALI" GARAGE SW3[NG: LE FT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 rrcaar a DATE: 02 17 21 SCALE: 1/4"=V-0' SHEET A 0 .1 �f 39'-8" 17;4' '4' T-4' 1_4" 12-4' FOUNDATION NOTES • _ _ E GENERAL NOTES FOR L E FOR SLABRE REQUIREMENTS. SEE 1.S ESLAB SCHEDULE t " 16-0' FM-12X12 10 _Q 10'-4' COMPACTING REQUIREMENTS. 3'_4" 2. TOP OF FINISHED SLAB $HALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED E1 OTHERWISE. "1 s 4" CONC.C 4. REFERENCE ELEVATION +-0'-0" SEE SURVEY PLOT FOR NAVD SLAB w X I N 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN CIDa I 0 Jd' LL w TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS MER3 FLORIDA DEPARTMENT AGRICULTURE AND CONSUMER 1 j LL � ESTABLISHED BYTHE 1.1 31l2" SERVICES. I 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE.. •—' • PROVIDE 1/2" FELT PAPER AT THE JOINT. I — — — — — — — -- — — — — — — — — — — 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL FM-12X18 1 EXTEND 1 DRAWINGS. v SLAB 1/2' I C HORIENTATION OF THE BUILDING. S FORT AL DRAWINGS 8. SEE ARCHITECTURAL I E, .� - 9 WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINQ$ ,;*T AND WITH THE MANUFACTURES SPECIFICATIONS. gf 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYWT% • 7VERTICAL AT #6 BAR IN I AT # 11.DINDlCATES#58AR OINDIC ES DG E BAfe 00 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 909 0 I HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= i gz I 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL U O a I I REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE V SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS r BEEN DELETED UNLESS NOTED OTHERWISE.N 0 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS 1 OTHERWISE NOTED IN THE PLAN.. ONE REINFORCING BAR SHALL BE: 1.1 A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS Al v 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE r ro I REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION 0'-0" SHALL BE 1N ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M"OR"S" T� OP OF MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. SLAB 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED- q cc Cl) I 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE: ' M I N INSPECTOR NOTE: :- r ILL. I. - 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING i • CODE, RESIDENTIAL, 7th EDITION. , � I ti a 00 X 0? I Ln .= i I • • sr , m: SLAB SCHEDULE j SLAB THICKNESS REINF _ REMARKS I 6x6 W1 4xW1 4OVER N 15'-8^ 5' 0" 191-01, GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL • BARRIER PVC 1 T C�HASE�� 'i -1 4" CONC. I r - El SLAB u FOOTING SCHEDULE *5 1/2" I I 4^ PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION. WITH 30" LEG EACH WAY. _ ,CD p'_0" ' 17'_8 2'•8" I MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F M TOP OF • 5 I SHORT LONG SLAB 3�_0" I TE-1 81, SEE PLAN 101, s I 1'1 I ro FM-12xl2 1T CONTINUOUS 12" (2) #5's + ao 3,_6�, • N FM-12x18 1 2 CONTINUOUS 18" (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS , 18" d2) #5's ao m I u� FMC-12x18 12" CONTINUOUS 18" s #5 IN CURB VARIES N o uj ILL �1%01 I I I� EXTEND 1 � v 2 SLAB 1 1/2" 1.1 1.1 cc —I- FM-12X18 c I� —I u 4" CONC.I N N {a w SLAB �04 51/2' I - 04 Oa J � � I -3'1/2" I -� I SECURE A/C SIMPS❑N WB 3'_5' 9/2 „ 71/2 „ 2 = --� -- STRAP T❑ C❑NC, W/ UNIT ROLL STRAP ❑R 0 1.1 1 I C2)TAP—C EQUAL @ EACH FMC-12X18 FM_ v 2X18 FMC-12X18 ' 1.1 FM-12X18 L------ 117 J CORNER OF TAP-CONS TAP —CONS UNIT • CONC, SECURE STRAP TO I 4SLAB - UNITS W/ (2) #8x1 Reviewed for Code 4 11 11 1/4 SHT MTL Universal Engineering 03 X-10" 10'-2 SCREWS stances 4'-4I' 14 -0' A/C CONNECTION 21' 4" 39-8" zTO PAD DETAIL FOUNDATION PLAN SCALE:1/4" = V-0" 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH 321802-3591 www.abdo-signgroup.com ar AA #: 0003325 i� t" , I A Ii s. A 4 � F � r N N F, te1 ""=M r`L ==. 1' A \\ d II axilk ,. a3 z ., E' 004) ,f SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB 1828—CALI GARAGE SWING: LEFT s y Id PAGE: FOUNDATION f, PLAN t60 MPH EXP. C ARCHITECT STATE OF_FLORIDA fEB222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/17/21 SCALE: 1/4 1'-01. SHEET` S y r„• u i STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE'IAND o0}- SPACING REQUIREMENTS CoCD W ' U_ It:3 M (1) z 8" CMU WALL Oio 2 0 SEE SLAB SCHEDULE EXT. PORCH SLAB d ° A 4" CHAMFER-(1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE i • APPLICABLE) z ° SEE SCHEDULE FOR WXD, BAR SIZE N AND BAR QUANTITY Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ y SPACING REQUIREMENTS W CIOU W _ vZ. EL Q p (f) 8" CMU WALL o ? + oo., "' SLAB TOP OF SLAB VARIES e..�° TOP OF GARAGE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-V' 0 iM 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS ' I BOLLARD SCALE`. 3/4"=1 LAP PPLATEA'MIN.OF48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 0 OF SLAB VERIFY HEIGHT OF WALL W/ PLAN IRE B . PLATE TO / d MASONRY NAIL TAGGERED. IONAL METAL JECTORS NOT TIRED WHEN NO a IS PRESENT. SLAB SCHEDULE d SEE, SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY V F. TNT TOR FOUNDATION OD WALL 9 SCALE: 3/4'=V-0" (NO LIFT) d _ SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT(WHERE i• i SEE SCHEDULE APPLICABLE) Z a. FOR WxD, BAR SIZE AND BAR QUANTITY E T 'RIOR MONO -FOOTING 2 GARAGE SCALE: 3/4"=1-0" - W no- NEW REINF. BAR O 3_ SECURED W/2-PART 4 Q EPDXY. MIN. EMBED- I Q 8", LINO FOLLOW ALL MANE. 2 Of SPECIFICATIONS FOR 2 m I USE AND I—ODPREPARATION OF Z 'tt HOLE. W� J O r O� 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING bAR TO MONOLITHIC FOUNDATION 6 CALE: 3/4"=1 -0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Qa K Q LU m U J 7 � p � 8" CMU W o Z. +_ 0. 0. a TOP OF SLAB d °: SEE SLAB SCHEDULE Z @ 'a Z _ g "ISOLATED" COLUMN PAD A " CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH f FOUNDATION AND SLAB d SEE SCH ULE FORpNXD, BA SIZE AND $AR QUAN TY BINED EXTERIO MONO- �I O0TING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING Y p rT ° °y ° y . l CORNER BARS, SAME SIZE AS LARGER BAR o>I 1N FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS s °�I SO THAT THE STEEL REINF IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS 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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4' =V-0" 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 S FOR SPACING. SINGLE BT LATE TO BE PT. PROVIDE DBL. OF 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" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG KR PLATE TO SLAB W/ DGE ANCHOR W/2" R SET IN HIGH STRENGTH Y 5-1/2" EMBED. MIN. @ 16" OC E SLAB SCHEDULE TOP OF SLAB ° d.� a e EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=1'-T' (W/ U P L I F POURED LINTEL CONT. (TYP.) �. Cr ' 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 112" DIA. SIMPSON STB2 BOLTS 5" - Z` MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION` SCALE: 3/4"=1 -0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN OF 49' 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 Not STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 314"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. rSEE SLAB SCHEDULE FOR iNRY ;SET EV: TOMB QAND SEE SCHEDULE OR WxD, BAR SIZE BAR QUANTITY (DLINIOR CURB FOUNDATION WOOD WALL TE SCALE:3/4"=1-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d esi g ngrou p. co n AA #: 000332E ," �,:m a , Fr. �I 1 �l �i € k G � I r E � I ' 0 \\\ k N Oft r %oa 11 k\ O ' u R �Ee, II E" �?I v *"j ESLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201/115R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LE FT PAGE: n.. DETAILS I�r,J 11V K EXP. VAINMEMI ARCHITECT STATE OF FLORIDA fEB 2 2 `2021 MICHAEL C. ANDERSOPI 01 1"7 21 DATE: SCALE: 1/4"=V-0" SHEET SI.IA 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH- 321-802-3591 www.abdosigngroup.com " AA 4' 0003325 I q r r 4 �. 3 ,_ 3 � ,•�,�in._., it •� ,�9,,�,. 781UBDIV 8e L ad'. CREENSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL 4EBB " 1828--CALI"41 GARAGE SWING: LEFT PAGE: R DOWEL PLAN MPH EXP. C MIMI -- --- - - -- - -- --- -- ---- ARCHITECT STATE OF FLORIDA � N IN FEB 2 2 202� 2�_4" 3 F-- { 10'-6" �r Reviewed for Code '^ Universal Engineering MICF EL C. ANDERSON Sciences R FA "'17305 APRINT 02 17 21 DATE: / SCALE: 1 /4"=1' — 0' _ DOWEL PLAN SHEETS1.2 SCALE: 1/4" = 1�_0" O Pn U TIE VERTICAL REBAR TO HORIZONTAL RE REBAR W/ 10" HOOK r_oni irGn annin RFC CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. :;ALREBAR DNTAL 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢w m() 00 J v a of 0 Z8" CMU WALL O io � W.— p + 0 0' +_ 0.0 • TOP OF SLAB i e " '_ . ° a 4' TOP OF SLAB A e SEE SLAB SCHEDULE L ° d EXT. PORCH SLAB Q. 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION a a 6" CHAMFER (2STORY) JOINT (WHERE • APPLICABLE) Z ' MATCH STEEL g REINFORCEMENT 6" PVC CHASEE N PER SCHEDULE THRU FOOTING I cC A 4. 0LI)... p.. a .. a.a d a 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE PVC CHAS� AND BAR QUANTITY _ BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 #5 BARS FE] � jo a� 1101, El lr CMUUNITDIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 314"=1'-0" F%viewed for Code Compliance UriiLersal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 4 t- ie i, I �x 8 QO `�iTBDIV. 8e LOT: � CREEKSIDE Ft PHASE 2 LOT #115 �.., ®v.. ROJECT# 04321.201/115R1 ;MODEL: 4EBB "1828: CALI" e�eRAGE SWING: LEFT�x G DETAILS E ��,160 MPH EXP. C ARCHITECT: STATE OF FLORIDA E3 FEB 2 2 2021 . MICHAEL C. ANDERSON „ AR NO 17305 'PRINT 02 17 21 DATE: SCALE: 1 /4"=1' — 0' 1 SHEET t, k S1°2P�' 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 TOWOOD FLOOR: S|MPSONLTA2 W1(8)1Udx1i/2"HDGNAILS, WOOD TOWOOD: Q|yNPSONH10AORLGT?N81odx1'1/2"HDGNAILS, F|LLALLHOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE ' 3�ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'D1AND APPLIED |NACCORDANCE V0TH MANUFACTURER'SSPEC|F|CAT|ONS. � 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TOBEGALVANIZED. � 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST-CRETE. CONNECTERS ARE TOBEGALVANIZED. OL|NTEL�ANO&4A8ONRYBEAK�SVVEREOE8|GNEDB/V�EDONCA8T~CRETE � � CONCRETE LINTELS. � T.BOTTOM OFLINTELS ARE TOBEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 8.LINTELS SHALL HAVE 4"NOMINAL BEARING (¢'). _ THE TRUSS FRAMING SHOWN IS SCHEMATIC N NATURE, SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DEb|6NEM5 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER 'SREV|EVVAND APPROVAL. � 1U.PLACE 2x4PTTOAL|GNVNTHTOPAND8OlTT)yNCHDR ROOF TRUSSES SECURE 2xMEMBERS T0WALL WITH M|LT|X-ZF.PUYVDEM/KCi;TU8|ED FASTENER, ZF 72P8S3O..177'"n27/B"LONG, WITH WASHER @ 18'OZ. ll.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13.ALL ELEVATIONS ARE REFERENCED FROM [/'[y'.FINISH F .8NLESS NOTEDOTHERWISE. � � � BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW/ T-O-B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OFARCH / T.O.S =TOP OF SL ABBREVIATIONS E-E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS MID SIZE SPACING ���������� ����� SHEET ��� �� ���U� ,��,��� �K��� ���� U���U�TABLES ��U �� ������ ������� � �������� .` � Q ~ ' Q Q . � & Q Q � � $ ^ . * 0 ` x � �m:�� 22:�2 z' �J ��� 8F24M|N.'1T0M11B 17'�" BTM.OFLINTEL @ T'0/ ABOVE FINISHED GARAGE SLAB � Reviewed for Code Compliance Universal Engineering 1B Sciences INDIAN HARBOUR BEACHj PH: 321-802-3591 41 STATE OF FLOPJDA ��P����}�D�1 ^�^^ ° � ~-_� AR NO 17,305 #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 O F BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM #5 2_ IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. V -- PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONI INUOUS AROUND �O AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" (p FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE: WITH A LINTEL THE BOTTOM BOND BEAM Q/ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 // TOP OF THE LINTEL. / A\� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP... / P`�S ��8x16 DBL. BOND - ----�� TOP OF BEAM V41 (1)#5 BAR S BOND BEAM •\O� 4 EACH COURSE \p\G 8x8 BOND BEAM — _TOP OF • Q�� WI (1) #5 BAR BOND BEAM F O — F =FILLED W/GROUT •:: U =UNFILLED GROUT SOLID FROM - - TOP f1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING N WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 - - _ ��16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE - - p F NOMINAL— LINTEL W/ (1) #5 BAR (1-2) P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF t: MASONRY $ OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR - ^ BEAM DESIGNATION THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM - # OF #5'S. BOTTOM 8x8 PRE -CAST CONCRETE i L SCALE 3/4"=1'-0" AND XFXX - 1TlOM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT' AND XUXX - 1T11M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS — TOP h_- LINTEL OF OPENING AND XUXX - 1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECASTHEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" C.0 MAX. MIN 1-1/4" EMBEDMENI _ "-a 1 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST- OR DRIVE PIN (MIN SHANK WINDOW Z SIZE.145 MIN HEAD SIZE.300 SILL z MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. NIAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END V/7/16" EMBEDMENT TYPICAL MASONRY WINDOW OSB SHEATHING CMNWALL SILL CONSTRUCTION 4 SCALE:11/2"=1'-0° ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" r SINGLE #5 CORNER — BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM Reviewed for Code Compliance Universal Engineering —� Sciences PROVIDE #5 BAR EACH SIDE STEEL REINF. OF 0 LEVATION BOND. BEAM CHA E CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWN A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com illii AA #:0003325 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 M1'H EXP. C ARCHrTECT- TTE OF FLOF FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 02 17 21 SCALE: 1 /4"= V - 0" SITEET I "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 1 SAFE P LOAD LIF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8M-OB 16-1Tros 1TroB ttroB ttros ttros TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8/164T 8/2D-IT &24-1T 8/28-1T 8132-lT 818-IB 16-lT/1 lT/18 lT/1B 1T/18 -lT/lB 8/8-2T 8_/11aZT 8_r2o-Zr 6n4-zT wz-zr =2-u 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 31-6" PRECAST 689 1024 V-8" PRECAST 1509 3524 4394 5263 6132 7001 ; 61t3 ow 7708 owl I0000 1569 3524 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 6079 1961 6113 7192 OW7027 8751 1363 —3000 3815 4570 5325 am 4'-W PRECAST 819 533 1770 24M 3033 3888 4300 4'-W PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7505 1207 - 2707 3375 4043 4711 5379 51-4" PRECAST 931 1247 1999 25M 3123 36M 4249 V-4" PRECAST 411 411 V-40 PRECAST 1016 1806 2374 2044 3513 4084 1319 4480 7196 7342 5780 059 1016 2270 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST Ng 1499 1971 2443 2916 3367 1161 3693 5877 8036 6548 5776 929 2080 2593 - 3107 3820 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 19M 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 --- 2329 2790 3251 3712 T-0" PRECAST 570 me 2498 2205 26M 3191 3685 T-8" PRECAST 303 534 7'-0" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7007 6472 .7r7 1624 2025 2426 2827 3228 9'�" PRECAST 428 633 1593 2204 WI 2818 2621 9'-4" PRECAST 192 384 9'�" PRECAST 454 588 767 948 1129 1310 ON 1674 2298 3081 40M 4899 572 1318 1643 1969_ 2164_ 2519 10 -W PRECAST 388 487 1247 1787 1904 2163 2028 10 �„ PRECAST 151 301 10.8" PRECAST 356 _ 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 - 1472 1763 1710 1989 11'4" PRECAST 330 544 1312 1742 2252 2866 3630 11,40 PRECAST 132 417 1114" PRECAST 430 408 530 653 872 rye 1312 1742 2252 2$88 err 2 466 1042 1372 1643 _TR 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 3s3 366 _ 476 587 698 783 507 1210 15M 2048 25M 3171 440 -- 940 --- 1300 — 1560 1314 1476 13'4" PRECAST 270 433 1045 1385 1732 2157 2535 13'4" PRECAST 82 298 131-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2005 398 - 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 tens 1988 2279 141-0" PRECAST 71 293 14'4" PRECAST 279 278 Y360 443 526 e09 390 978 127z Iwo 1950 2389 378 717 961 1192 975 1133 PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 _ 506 on 746 am14'$" 458 1079 1429 1624 ern 2712 246 063 9W 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 154" PRESTRESSED 224 387 464 684 793 412 1014 1340 t703 2118 2513 230 618 908 _574 1134 1353 1572 1T4 " PRESTRESSED N.R. NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 461 567 680 300 am 1121 1413 1739 2047 192 506 720 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19,-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 738 959 1200 1467 1716 166 429 on an 950 1098 211-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1036 Ilea 1468 142 373 _ 637 690 816 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 -0" 22' PRESTRESSED 137 226 290 350 428 497 185 550 784 992 1203 1381 137 358 513 _ 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 466 581 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #:0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT* 04321.201 115R1 MODEL: 4EBB "1828---CALI" GARAGE SWING: LM T PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 DATE: i SCALE: 1/4" V-0" SHEET Ste 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 l/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 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT: NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WIA 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. END JACK IRE APPLI( GIRDERITRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED TO TRUSS BOTTOM CHORD W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL B RACI NG/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING 0 END CJ1 - CJ3 CJ5 1B 3� 1A 1A IFTAI S✓� U U �� o CJ1A II 11 II CJ'!A lA ID3G GT 1A 3.1 � 3.1 i� 0 0 0 D1 v v U lzA -�= T IF 11 1�—iiI—�II I1 <<�,�1 � 11 �—�--�I e� Y II CJ1 II 11 II II II II II II =_ = II II II II II - CJ3 —_ II II II II II II I II II II II _ _ CJ5 _ II II I II 11 EJ7A I I� II GT II I I \ I A10 AS A6 Aa A2 _ _ _ _ �.-PREFABRICATED�ROOF — TRI.P"`� 30WO.C.11101AX. F d i k I I I I I � = 6 I I I I I I AlA r 22„x yl� ATTIC ACCESS__ I I I I A5 I I I I I A9 --- --- --- - - - All / Or {, < A15 f I I Q ' /A16 — \.STD/— — ��-/\ _ / - — __ - / \ � ✓�__'�' IG1 1 U O �o O o m 6 � N O LL JZ Z Z U C07 co Q K O _ c,> i Y _ _ Q;{•�AA Reviewed for Code Compliance Universal Engineering DIAGONAL 2x4. SCAB NAILED TO IAGONAL BRACING/BOTTOM TRUSS CHORN BRACING/BOTTOM Sciences CHORD BRACING W/MIN (4) 1Od NAILS CHORD BRACING FOR EACH CHORD CONNECTION B DISSIMILAR BOTTOM CHORD BRACING @ MID RUN FRAMING PLAN. SCALE: 1/4" = 1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. coni AA 117 0003325 v L;. N '`I k .a -UBDIV:. "I :1` r. CREEKSIDE PHASE 2 LOT #115 PbROJECT# 104321.201/115R1 ODEL: 4EBB K "1828--CALI" GARAGE SWING: LEI�T 7I 1AGE: v FRAMING PLAN 1160 MPH E3XP. C �E s®® 1 ARCHITECT: STATE OF FLORIDA Y _ 'FEB 2 >Z_2021 AFRI h*0 17305 F. >:INT 0 DATE: 2/17/21 SCALE: 1/4"=1' - 0' SHEET A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 Z" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 Z' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 Z" NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x4", 6". 8" x 4'-0" MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a lb 1c GIRDER CONNECTOR(S) SCAL NOTCH DEPTH 1/4*13 HOLE EDGE >5/8" HOLE DIAMETER �< 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS HOLE EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRUSSES-- PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #22" x4", (9) 1 Od x 1 1." NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR . YY kmw \—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 3," x 5" TITEN HD TO CMU AND (12) SIDS # 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 OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM " 4' x 2 z' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 21" x 5" TITEN HD TO CMU AND (18) SIDS 4" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) Z" x 57ITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON NAILS. 1x2 SECURED W' 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) •--- TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER $ 2" APART C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 2a 2b 2C. SCALE,3/4"=V-0" SCALE:3/4"=V-0" GIRDER CONNECTOR(S) 6'-0" MAX (W/lX4) 2 10'-0" MAX (W/2X4) c i` 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF 1 U-0" O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSEQTIQNTYP. r� BTM. CHORD BRACING SCALt: 3/4"=1'-U (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 PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) 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 BILK 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) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS Z5UALL 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 S1 RIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.coni AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PROJECT# 04321.201 115R1 MODEL: 4EBB "1828-CALI" GARAGIM SWING: LEFT PACE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB222021 MMAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 DATE / / SCALE: 1 /4"=1' - 01 SHMEET S3. 1 /� A a PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 8 2X4 DIAGONAL BTM. CHORD PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY WI TRUSS PLAN SECURE 2x6 PT, PLATE TO BLK W/ 1/2" DIA. NCHII OR BOLT W/2" 1 `; WASHERS T IN (HIGH STRENGTH PO Y 6" MIN. EMBED. AT 2" 01 MAX SECURE PLATE Wd' GBLE }O 2x6 P.T. s 8' O.C. MAX POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-D" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Lza Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU3BDI, RRYPHASE 2 LOT #115Oil PROJECT# 04321.201 115R1 M0DEr. 4EBB "1828�--CALI" GARAGE SWING: v g LEFT y DETAILS i � I; 160 MPH EXP. C M ARCI-iffECT STATE OF FLORIDA 'FEB 222021 MIS EL C. ANDERSON AR NO 17305 5RAL 2' 02 17 21 ATE: / / jjCALE: 1 /4"=1' - 0" SHEET S3.1B I (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3U-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. PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACKATALL � UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x SUB -BAN CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C. SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT R`UN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1' SIDE VIEW VTCR SPACING (1) AT EAI Akin F' n" n PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-502-3591 www.abdesigngroup.com AA #: 0003325 1 �� NXrp 40 w SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #115 PRO JEC T# 04321.201 115R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT, FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"=1r-0" SHEET 3 e 1 1 W GABLE - END ROOF WIND DESIG14 PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING E MIN. EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL FASTENER SCHEDULE LNG SHANK GUN EUSE10dR GABLE END FRAM ROOF SHEATHING TO GA 0 NA 4' O.C.EDGEWI SE 2x4 BLOCK ING ALL PANEL JOINTS W/ IN 4' OF NAILS @ NAIL REQUIREMENTS GABLE END ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 314 . GENERAL NOTES: WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARC ITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCF ITECtURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TOBE 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 CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ACI 3 8-14 BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON - T WITH CONCRETE OR :CONCRETE BLOCKSHALL BE L OD IN CONTACT ELASTICITY - 1 400 000 PSI ALL WO FORDRAWINGS. TRU DESIGN OF FORTHE S -16 AI51 SPECIFICATIONTURAL 402/602FOR CONCRETE TMSIRED.WOOD � TURALSEALED SEAMS LOPPED 61NCHE5 AND SEAL WITH ADHESIVE TAPE. - T '.BOTTOM PLATE REQUIRED. NON-STRUC USES PRESSURE TREATED. TREATED COL FOR ED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM i FORMWORK: CORROBORATE TETRAHEDRAL (DOT) WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY ALL QETAILSAND ALL BE SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SECTIONSRE INT ELSEWHERE ON THE PROJECT, APPLY TO ANY SIMILAR DRASITUWINGS 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 FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONSTRUED CONS AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV EXC PT WHERE A DIFFERENT DETAIL IS SHOWN. EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN WOF HEARTWOOD. ALL DIMENSIONS.AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION SEE NAILING SCHEDULE ON PLANS. DRAWING TO T1 E ATIfENTION.OFTHE . ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART 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 OFT E WORK ARE NOT PART OF THE STRUCTURAL. PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DE PENDING SYP #2. ON THE TYPE OF CONSTRUCTION. THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE. BY OTHERS. - .. THE TRUCiTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING T UNTREATED WOOD. SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED IS C MPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. SEQt ENC S TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS. WELDED WIRE MESH: DURI G ERECTION. THIS WORK. INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE TRUSSES: TEM CRARY BRACING, GUYS OR TIE -DOWNS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALLWOOD TO. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED S-O" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND THICKNESS. TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REQUIREMENTS AND SLAB -ON -GRADE DON T SCALE DRAWINGS, THE. CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING. STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" ANDBE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN DE LOADS: W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL "BCSI CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND LATEST EDITION" AND VERTICAL BARS SHALL LAP.6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROO :. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES... 20psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR -. 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS. INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS .LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE.7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH - 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 DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 psf - STAIRS LIVE. LOAD 40 psf 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 WIN :. DEAD LOAD SPEED.=160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020)EXPOSURE C, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITYARCHITECTURAL. AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL &: LAYOUT, SPANS ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOA S: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WN', H LIMITED 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 STORAGE 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) ER. WITHOUT THE APPROVAL OF THE ENGINEER. WI STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES: THE TRUSS FABRICATOR SHALL AND DEC RAILS: 200p sf GUARD IN -FILL COMPONENTS: 50psf,'PASSENGER S.40psf„GUARDS AND HAND p. ,. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEH CLEGARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS. SHALL BE SIGNED AND SEALED BY A FLORIDA 40ps.. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SH P RAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPSSPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS SHOP OF DRAWINGS CONTRACT NTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY .THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSSENGINEER. CONNELOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE THE TRUSS TO STRUCTURE CO PLPLIA CE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS; DIMENSIONS, ETC. ALL BLOCK WALL S SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ENGINEER. WIND ALL SHO DRAWINGS SHALL BE. REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE' AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRA NG SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL.TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WITHOUT THE EXPRESS W BITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT M /S SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN, THE GROUT MIX HAVE A MAXIMUM 3 DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10": USE ONLY MECHANICAL VIBRATION ' E WRI TING BY THE ARCHITECT. TO CONSOLIDATE GROUT. _ FOUNDATION/ FO ND S ITS PREPARA TION: TYPE "M' OR "5" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE L BEAR LNG PRESSURE OF 2 000 sf FOOTING A MORTAR JOINTS ER ASTM C 2 70 HORIZONTAL AND VERTICAL R SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" ' 0.131 RSRS-03 RSRS SCREW SHANK 170,000 RING (16-20 RINGS F1667 8d RING SHANK, 2 3/8" 0.113 PER INCH) RSRS-01 SCREW SHANK 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4' O.C. �& BOTTOM EDGES � a J z W Z (.D O U, W YU� Q U = O rn (9 z X w TYP. EXT. SHEATHING ATTACHMENT zw Z Ow z Q U 05 O z_ O` U w U W rn @ Y U U w 0 a V co KAE I EK UK I KUJJ ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SY BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C1Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 5HEA.1 HIND . L*8'2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FO TINGS WERE DESIGNED FOR AN ALLOWABLE SOI P . PROPORTIONED AND MIXED AS OUTLINED UND - EXC,,,,,, 11iAVATI,ONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTMO-1557. TREAT.ALL CELLS TO BE. FILLED. SOIL FO TERMITE PROTECTION. - FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CO TRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MIN. MUM DESIGN BEARING CAPACITY, AND THATTHE COMPACTION REQUIREMENTS HAVE BEEN METSHALL S•TRILIMRAL.STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 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 (7 A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M; GRADE B, TYPE E OR S, Fy - Z ~ 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. _.3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS. AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL m CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH F—ARATE MIX PRIOR TO C I HER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CON RETEIPLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+l-PRIORTO THE ADDITION. OF PLASTICIZER. SHALL BE TIGHTENED iN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CON RETEI SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING: ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TONOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE.. P REQUIRED OVER REBAR SHALL BE AS FOLLOWS: iCONCRETE'COVERAGE A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER, 1-112".FOR #5 AND SMALLER 2" FOR #6AND LARGER Reviewed for Code C. FOR CONCRETE NOT EXPOSED TO WEATHER NOT A Compliance Universal Engineerinc 3O FOR SLABS, S ANDEXPOS JOISTS Sciences 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING CASE HARDENED COIL GARAGE DOOR BUCK IA" DIA. TAPCON MASONRY B" O/C 1 12" EMBED:, 4" END DIST., MASONRY I CONCC . NAIL 1 7i2" LONG. B„ O/C TO MASONRYlCONC. NO WASHER FASTENER 1 112:' EDGE DIST.' SGD, AL EXT. DOORS CASE HARDENED COIL 9" OICC WINDOWiDOORI FASTENED GARAGE DOOR BUCK 12" DIA W1 EXPANSION BOLT 24" OJC 4' EMBED., 4" END DIST_ 3" EDGE DIST. 1x PT, SEE NOTE 6 NAIL 1 12' LONG STAGGERED INTO MASONRY/GONG. ' TO MASONRYICONC WASHER p p SPACING (� THIS CONTACT T HIS/�ENGINpEER FOR S ACING WINDOWSUCK CASE HARDENED COIL 9"O/C WINDOW,IDOORI FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 112"LONG. STAGGERED INTO MASONRY/CONC. MASONRYICONC. REQUIREMENTS EXT.. SWING DOOR (2) 3116" OIA. 'TAPCON < V2" NON -BEARING WOOD EXPANSION 24" O/C D4"" EMBED, 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER. FASTNER 18" O/C p1 1 2e EDGE DND, WALL LAB WI WASHER T., 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' PAF x 2 118' 9" O/C 4" END DIST.. 1 VT. L `p PT TO STEEL COL., SEE W1 WASHER STAGGERED EDGE DIST. C• NOTES NOTES F 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENINGS OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER. MANUFACTURERS SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY. DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 21 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. c o m AA #: 0003325 ARCIH7ECT: STATE OF FLORIDA 'FEB-2 3 2021 L11m, w, • • t, J ,TE: 02 17 21 SCALE! 1/4$1=11-011 SHEET