Loading...
HomeMy WebLinkAboutBuilding Plans2 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. ,m*V11 Reviewed for Code 1B Compliance Universal Engineering Sciences 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: - FLORIDA BURRING CODE, RESIDENTIAL, 7TH EDITION (2020) -AIL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB - MIN. INTERIOR FINISH — CLASS B - BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE - -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ►SQ.P 1. CAW."S LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381A CU. FT. ABBREVIATIONS ABV. ABOVF. LAV, LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ ADJUSTABLE M.C. MEDICINE, CABLNEI ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINLMUM BD. BOARD M.T. METAL. THRESHOI TI C.T. CENTER LNE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CI-R. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PET. PLAIT DBL. DOUBLE PLYWD. PLYWOOD U.G. DUAL GLAZED PR. PAIR DI4 DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRII-I- DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAB, R.O. ROUGH OPENLNG D.W. DISHWASHER S.C. SOLID CORE F.XT DR EA. EACH S.D. SMOKE DFTECTOR ELEV. FLLVATION S.H. SINGLE HUNG EQ. EQUAL MIT. SHEET E,XIL EXHAUST SHIHG. SHEATHING EXT. EXTERIOR SHWW. ,HOWER F.G./PX. FIXED GLASS SLM. SIMILAR F.G. FUEL GAS ST- SLIDING FIN. FLNISH SL. GL.. SLIDING GLASS FLR. FLOOR STI). STANDARD FLIIOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTC, FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT TO.P. TOP OF PL.ATF INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE. H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH LVSIi . INSULATION WU. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/08/IS E51D SET ISSUED 01/15/15 2011 FBC UPDATE 0112048 BID SET RE -ISSUED 04/18/18 FOOTING REVISION PER M. E50WES 02/22/19 PLAN MAINTENANCE _ 03/2&49 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/19 REVISED HVAC VOLUMES ON 5QFT CALC SCHEDULE 06/214S ADDED LED LIGHTS a KITCHEN E BATHROOMS PER MARK BOWES 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE 03/12/21 ADDED SOFFIT DETAILS INDEX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTION PG C1 -COVER SHEET PG GN - GENERAL NOTES PG Al FLOOR PLAN PG A2C ELEVATION "C" PG E1 -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG D1 -DETAILS PG D2 - DETAILS PG WA1 -WALL ASSEMBLY DETAILS PG WA2--WALL ASSEMBLY DETAILS PG WA3--WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1 FOUNDATION PLAN PG S1.1 A DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1 A --DETAILS PG S2.2A- -SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113 DETAILS PG S3.1C--DETAILS PG SN1-DETAILS DESCRIPTION 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U ti 0. P) r7 w C F A Iti x SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #30 r. PROJECT# 04321.200 030R1 MODEL 4EAB "1672-ARIA" GARAGE S'VfMG: RIGHT: PACE: COVER S.- IEET 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO T7305 rasa. DATE:: 03/18/21 SCALE:1/4"—i'-0" A SHEET C 1 Iti GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 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 BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION, THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTIONR301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. ' 'THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTENINSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 16. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES %. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BE-, -:)ND NEW FOOTING LIN''L: CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2 A PERSECTION R302.5:1OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING S LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SO LID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1 3/8 INCHES THICK, OR 20 MINUTE FIRE RATED DOORS THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5:2 DUCTS 1N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26,GAGE (0.48 MM) SHEET STEEL 1" MIN RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT: WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y:-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, !UP AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRANIING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER ST RUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '"4" PVC (SCHEDULE 40), INSULATED WITH '/z' AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. Reviewed for code 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. Compliance Universal En 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 91 sciences 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CI ADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED NIE TAI I ATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS T" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICESARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 o, SLJHDIV. & Zom CREEKSIDE PHASE 2 LO L # 3 0 PROJECT 04321.200 030R1 k. ODEL: 4EAB "1672-ARIA" GARAGE SVfMG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 19 2021 PRIhiT DATE: 03 18 21 II SCALE: 1/4"=V-0" l �5 SKEET G a FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SF'READ AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBG R302.10$ 121_011 13'-4 (2) 3052-SH (2) 3052-SH 3❑ EGRESS 2 t EllE-------------� -- r._ U II e I LANAI _ N 64' GLG. 120 I ® DINING c0 I ROOM .®D I W-V GLG. 8p8' CLCsl 21-611 `r (2) 3052-SH ® u� 3'-Im" 3'-4' 3 -I0, 01.( " ?q2 '� 3-S 1R-1SN Ili 3 � GREAT ROOM 111 m W.I.C. 8'-8' CLG 1 IiL_ I 8'-8' CLG. I f Z9 l'ZI 0 8 r r o cpm I Ilk I I A _ iR-ISH ON co Ai 8I a. CLG 13 WG �� 111111 m =jj" 4 _4 1 ,8 3 _9' it 3'-�" i 3'-IID" 3 ®8 3'-E' 2'-8 �•8 VI n I IIall_ J I -- 2X8 ART�G— m rill LLI61 �n I BDRM,#3 8'4' CLG. BATH #1 GLG. IF III ?b' E'-¢' E' 4' 5'- 4 Li ii B LAV. �9 II `�----�, co ? NCR — III i IL Q i i 36'x60' III LQ SHWR. PANJ 3_c�H --y LAV.W/ENCL IE IR-ASH w `� LAUN. S 8 GLG. W11. F — =ram,—, 'n BATH #2 I I I m 8'-8' CLG- 'L') I V B I I Al I ATTIC L- AIGC .W J OND c0 21-8" AV. II r ° ® BOLLARD AS REQ_ IR-ISH = I IG v PER BLDG. 0 — — — — — — N -- CODE "AlFOYER M \�� V. 81-81 CLG. m GARAGE e 8'-a' CLG. ' 2'-4" 3'-8" 30E8 W/ 1 361X12' TRANS. Ll M.T. r BDRMA2 HB S'-8' CLG ENTRY (2) 3052-SH r- 8'-a, CLG. EGRESS 0 lE'-0'X 1'-010.H.D. --- L9J EL --------------------- _ C ARCH CI C - fIN IN 8 6 2`_E1 _0 4'-4" 1_0 6 _0 2'-8" Ili -Oil 8'-4" 19 _4„ -351-011 EXTERIOR MASONRY WALL ERG. HEIGHTS 10'-m" BRCS. f- Ci GABLE ROOFS 4YALLIS 0 S t ...v.i. F GABLE ROOFS 1C. (I s. 45,. hill' R,"$ 1 L.r N1' 1 .?2r3.ciin Y13.CC3> I ..1 `}..F. i :; #).( 1 , 5 f ""d, SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1E-12 432 38 9E SQ. FT. SQ. FT. SQ. FT. SQ, FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381.E CU. FT. COWOMW AND CLADDING WIND LOADS BASIC WIND 6FOSUfiE FOR 3 SECOND GUM OPENINGS SOUAF E ZONE 180 WH WIND NO fEMMS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA 1 S.G.D. MIN. 41 5 31/-39 CRITERIA S Y' irbol O.H.D. 112 5 282/-31.5 ... 12'xl2' SOFFIT I 5 313/-4S.13 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" 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: OVW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for Cade Compliance 93 Universal Engineenng sciences PI 1,11RE R301,2(7) COMPONENT AND CLADDING PRESSURE ZONES FLOO R PLAN SCALE: 114' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN_ -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES- -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS o7��0m ,i ARCH DTL. B SCALE: I/2 I'-0' DEL. TOP PLATE m BAR DETAIL 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3293,7 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE 11 �� PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FLOOD PLAN 160 MPH EXP. C AROH - 6T: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDER N AR NO T7305 DATE: : 03 18 21 SCALE: 1/4111T1'—O" SHEET Al SHINGLE ROOF---- FOAM DRAIN TILES— EO. ►� s C� _� LE IILI� II II . IIIIL.,MEN IN 0'-0" FIN. FLR. FRONT ELEVATION SCALE: 114 = I'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103.4 S'-S" SRG. HGT v ro OFF RIDGE VENT (D'-m" FIN. FLR. OFF RIDGE VENT a'-a"SRG. HGT. 4B tYP. I 0'-0" FIN. FLR.s-- 1REAh' ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH —�— — — — — — — — — — — I N N 1LETT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT FIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH S`-8" i3RCs. HCxT. VX _V 4s A Ir� I 0'-0" FIN. FLR. MIN_ 4" GFADE 00'-0" FIN. FLR. HGT. o0'-O" FIN_ FLR. Reviewed for Code Compliance Universal Engineering Sciences I ee+ ET.ETAIL SCAI'-0' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-502-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE � LOT #30 PROJECT# 04321.200 030R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION 'T 160 MPH EXP. JC ARCHITECT - STATE OF FLORIDA M t X' MAR 19 2021 s MICMIELAIDERSON r NO 17305 PRINT 1� �1 DATE: 03 % SCALE: 1/4" V-0" SHEET _ A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --(--� 12111 OUTLET 20 AMP SINGLE POLE 11mV OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQWPED WKaRJ INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER ut4 SWITCH 4-WAY OPER I—i1 WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN V VENT. FAN I CPM PER SQ PT. VENT. FAN W/LIGHT I CAN PER SQ PT. VAN 177 LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 4'X21 2-BULB WRAP AROUND (RECESSED) FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MINT.) T FLUORESCENT 41 FLUORESCENT p W-- n A II 4' TRACK LIGHT ® PANEL METER OSMOKE S.D. DETECTOR WATT. BACK-UP W/ NARDWIIIi£ WALL MOUNTED BATT. BACK-UP Sri. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ e�/� 'CJr CARBON MONOXIDE SMOKE DETECTOR COMBO 44ARDWIRE CT'ED NTER-CSHALL ISE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS OUTLET ® TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO !3E 210V UND, SEE AHU ON DISCONNECT THIS SWEET TELEVISION JACK CEILING BOX REMIRIE JO TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO HE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnn� 40'INCANDESCENT LIGHT STRIP 0 FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE-CONSTRJCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) 4 NEC 21012 201`1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI 'a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M151I PBCR TTN 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 '1TH ED (2020). • ALL LAM" SHALL BE SELECTED BY BUILDER AND T5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PI IENERI CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020 TthEFFICIENCY) EDITION CEILING PRE -WIRED 6,_41I 1 MTD. LIGHT, CLG FAN TO BE 0 I INSTALLED, #- —�� BDRM.#i PROVIDE \\ U-SOX FOR \ OPT. FAN LANAI �I — � F - - - _--DINING s@o ROOM / PRE -WIRED CLG FAN �7 I HOOD WIRE W/ III J S.D. OUTLET FOR nl OUTLET GFI / \\ LQ UTURE MICRO. FOR DW ---f PRE -WIRED GFI I� — I CLG FAN ��\ SWITCH IN �I 1 td / W,LC. \ CABINET 1 � — \\ HITCHEN � I II,I - ; � LI�> GREAT ROOM \ lay v� /I - L III r 94 BDRM.#3 -- - N tu El A/C GFI \ LAUN. PRE -WIRED \ CLG FAN 1 \ 03 BATH 1 v ir�+tea a II �L - _ , L GFI - JI 1�GF1 - I CsF1I / I P.B. FOR 44'AFF. AFF: WH - / I GARAGE O1 BATH 2 i I 1 DOR \ - f 1 1 \\BOLLARD COND. ZI WALL MOUNTED AS Q. PER BLDG. I L I p® vLIGHT W/SWI CODE ATTIC - - - �1 S/CO- - KEYLESS — -- - l � FOYER' FIXTURE GFI � METER FIELD / SD. CLG. Q VERIFY BDRM #2 \ OUTLET W I LOC. OHD IRRIGATION p P8. FOR ,l, \ \ OUTLET a CHIMES�I\` 48' AFF. L ENTRY I 1 GARAGE GFI 11 PRE -WIRED I CLG FAN I190= CsFI l OPT. COACH ------- LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0' f WP Panel MAIN - A PANEL: RI 161,,, cif breaker VOLTAGE: 120f 240 V -1 Ph [MIN: 150 Amp M.C.S IFFUFR:3 41 Cu THN,N & I- #6 Cu (G) in 1 10 C. OR 31f210 AL THVIN & 1- #6 Cu (Go in 1 12' C. Wire -1- ex. C•.nlpliou T?jI Watts Circuit Circuit W}Qc Dettription — PANEL - A PANEL: 4lal broker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.L.O. rFF1',FR: & If Cu TWIN & 1-#6 Cu (G) in 1 12- C. OR 3 92N AL THVHd & 1- #6 Cu (G) in 1 12' C. n}[ Ip1 Waft Ciruit Circuit Wine, Description II •, +u3 _ I 2 aff( I I I'aO 3 4 � I 'Vater Heater 121A NS3 c ❑ 1 SI C Te' I .,1 .ry Are 1 I IIIC age Do. C"meGF1 I ! 1:1:0 Garages E.tenor Lts&Receptacles AFC _Ill 3ei?' AF^1 1 'r 900 Bath 41 AFC1 . ICW) W 0C Ga 13x0p cn - -- _ I '- 31 I,Iq Im ati., ord, 32 pa:e Saaee - - - _. 33 $Pace l3 $prise I6120 3 40 . _E d SOb1eCl to dc,3,d facto ananri Fnclol Calclaauons ABBREVIATIONS: AFC' I -TCIRCUITINTERRUFTER - - I n NC J n' nWI 'ROUND FAU'TIR^ERA_�R I12, 80tl III 1 exr v.lv Wtrc .0 }h 2 13 4C.._ CI. 1 I' 1 u LOAD CALCULATION IS BASED ON AID NON -COINCIDENT LOAD T IA Ames I o 13?.: General Lighting &Receptacle Load I °L I I I I I if I LED LIGHTING 00" DOUBLE LAV. BATH 01 C I Pnq Pnnal A i +� I'-3' I'-3' L,\� I I_ L I LED LIGHTING SINGLE LAV. BATH 02 150 AMA' ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE EBGR -ITN EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REMIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THI-IN/TNUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN I-I/211 DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code CornPlianw ®Universal Engineering sciences PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, TWLN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG,) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/RP MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). !I DIA X B FT LONG COPPER CLAD GROUND ROD 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA:1 0003325 :: mmoo E- rn rn 04 0111 4N M1, 1:1 FnW C F A ^1 r UBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SVfMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON L AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1/4'x=1'-0"' sIiEET El I a� LAY. _ .i o n WC. L " II 2 -9" 2' 3�� -. -.. rz PLUMBING PLAN SCALE: 1/4 = V-0' 1-1/2' VTR Q I f SH R I� I 2. jLAv I WM. CO 3' MAIN (LEFT) TO MAIN (RIGHT ALTERNATE) u KITCHEN SINK W/ AUTO VENT 2 A.A.Y. LAV WC 2' TUB z' PLUMBING RISER Reviewed for Code Compliance 91 Universal Engineering Sciences ?194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 4 R`8VUBDIV. T: CI EEKSIDE PHASE 2 h LOT #30 AROJECT# 04321.200 030R1 4EAB "1672—ARIA" ACw 'G: RIGHT vl :WAGE: PLUMBING 61 PLAN M a0 MPH EXP. C� ARCHITECT- w STATE OF FLORIDA 4 d MAR 19 2021 IC'4 IAEL C. ERSON AR NO V305 PRINT DATE- p3 1821 SCAT :1/4"=1'—O" TMET P R DINING 12 z LANAI ROOM 10X6 i 120 CFM ul = o --. o 10X6 120Cm y_ 12X12 BDRM.#1 12X6 6' 6' 2 115 CF:m �---- P.I.C. J 1 4' 8X4 GREAT ROOM 10x� a ITCHEN 4� c-rt 120 GFM I 141 - 10x6 �5 GF 8X4 +C 5CFM'� 10xro BDRM. 3 l5 CF1I � 5 I 10X6 6 � I _15 CFM L - I 4 1 4' 24X 4 — R ®® 8X4 GFM', BATH 1 12X8 I 45 CFl"I f ASS THRU MASONITE LOUVER BATH, PLANTATION 83x 6 180-04 2'8' 4 MAX A1R 45 CFM 10X6 584.15 CFl 1 - ,I CFM L�'SOpT ( 12 X8 Jj -"ASS =_ THRU FOYER GARAGE lox "15 CFO min M. 2 ENTRY HVAC PLAN SCALE: 1/4 111 1'-0' Reviewed for Code ComPirance erm9 Univar Sc�"emoe R—VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT MUL R-4.1 FRAMED WD -ADJACENT R-13 FRAMED LID - EXTERIOR R-13 CEILING UNDER ATTIC R-30 FCREEKSIDE DIT: HASE 2 LOT #30 PROJECT# 04321.200 030P1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: HVAC PLAN 160 MPH EXP. C PRINT 03 18 LL21 DATE: / / I SCALE: 1/4"=1'-O" SHEET i a PER FLR PLAN IV 1/2' CLG. 1/2' DRYWALL a SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. FLR nvw T/1e CI AT= ,185 2X4 WOOD STUDS 624' o.C. SLAB NV I t= 51 UL)b IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9ID5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -O ELEVATIONS TYP. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ID' -ID" FIN. FLR._ _ 1/2' DRYWALL 3 5/8, OR 5 3/5, —� METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.G. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD BASEBOARD — 3 5/8' OR 5 3/8, TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8, OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED TO CONIC FLOOR W/ 3/4' PAF t TO WOOD FLOOR W/ 1/4' WOOD SCREW 1—STORY �FIN15H FLOOR TYP. INT. WALL METAL STUDS 1 A NON- BRG. D1 SCALE: BOND BEAM SOLID GROUT W/ (D- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI_ SECURED PER 5/5, GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CLG. BOARD REFERENCE PER_ VATION STRUCTURAL LU SEE ENERGY CODE FORMS FOR PRE_ENG TRUSS INSULATION R-VALUES - REFERENCE STRUCTURAL - PER ELEVATION �( MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS �R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING — STRIPS is 24'O.C. V GMU In' GYP. WL. BD. - WOOD BASE n W WINDOW OPENING -" DIA. SLEEVE, O NOT CUT E 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/411=1'_0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 1&01 1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' = I' -0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USE:3 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PF=-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0" FIN. FLR 8' CMU O NOT CUT 4E BOND EAM EBARS `CAULK AND SEAL GAS LINE 111 PVG SLEEVE POR GAS LINE -------`®' CM I 112' GYP. WL. W. �— WD= BASE 2B GAS LINE THRU BLOCK D 1 SCALE: �--2X4 SPF 24' O.C_ MAX.—� SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' - - HIGH STRENGTH CLG. BOARD A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES 5PECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING —. - -- STRIPS m 24' O.G. In' GYP. WL. BD. WOOD BASE — �391�2PRt'tAh'T:�.a5xa.Ra2�Y.Y'�X4F53'�tX4�,P�RBidCXtlk4Vp.W - - JIM - ... Reviewed for Code CoM 3 GARAGE DOOR JAMB universalE 9iSciencesreEn,., )1 SCALE: 1 1/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE _l1 MTL. DRIP EDGE IX 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING r I I THICKNESS AS PER L I I SHEET SNI. SECURE PER FASTENER SCHEDULE - ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU OLV-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. TYP. WALL SECTION U NO OPENING NOIE- METHOD TO BE USED FOR THE 6 1-STORY GABLE 113LOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'=i'-0' — UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note- WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall Comply With AAMA -ill. All exterior fenestration products shall be Sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM 0920 Class 25 Grade NS or cheater for proper joint expansion and Contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior Wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IIII AA #: 0003325 J F w C3 U W 9 0. a U h 4 F A ti SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021:n MICHAEL C. ANDERSON AR NO 17305 rrcaa� s DATE: 03 18 21 SCALE: 1/4"=1'-0" SHEET DI TOP: 2X6 P.T. IN CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS 1J1/ 4' MIN. EMBEDMENT L/ 2' X 2' X 1/8' WASHER 4 NUT ---_ II _- _--_7 0 `LSECURE 2x4 ONJ FLAT TO ELK - W/ MASONRY J NAILS. _ SIDES: _ 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR n BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' OZ- MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT p SCALE: W CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO I3LOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO FLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. LA B' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2' 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .149 MI?%L HEAD SIZE 300 MIN- EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER T/16' 0.5.5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/10" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' 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 18' O.C- MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) BAW 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' EMBEDMENT INTO BLOCK B' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' 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 18' OZ_ MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' 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 ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E�)WINnOW TO BLOCK +9" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 1 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" 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 ff rTr 1'X4' P.T- NAILER 1— 1 DOOR CASING MEMBER W/(2)I2d WITHIN B' OF EACH END 4 6' TO 8' OL_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) I/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. 2X8: 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.C. MAX SPACING. 8' CMU ❑ - 1/2' DRYWALL I'X4' P.T. NAILER X 4' MIN. - DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7L16" 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 IS' O.G. MAX SPACING. 2X6: cm SECURE TO BLOCK W/(2) I/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. 2X8: CEEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W 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 L—VI 8' CMU 1/2' DRYWALL ❑ I'X4' P_T. NAILER 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 1/4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" Reviewed for Code Compliance Universal Engineering Sciences CMU �} 0.;;; • }' DRYWALL IV m:%:: . IX FURRING ............... w RIP 2X10 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K RE UIREMENTS TA 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rN y W 0 U W O F 24 v 113 A F A z I UBDIV. 8e LOT: CREEKSIDE PHASE 2 rS2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1/4"-1'-0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.C. MAX (VERTJ. NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ ifs' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • I. O.C. MAX VERTICALL7 I THICK 3 GOAT GEMENt PLASTER WRB LAYER •2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/1ro' ZIP SHEATHING SYSTEM gQNSTALLED PER MANLP. SpECSJ e TO LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' roe b' To e THROUGH CONTROL MIN. MIN. JOINTS BUT 814ALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \ T CONTROL JOINT FALLS ON Ez LENERS FOR LATH TO BE NAILS OR i STRUCTURAL 57LLp ` STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0O415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REO.UIRED PER PLAN "M" TYPE CONTROL JOINT O1. FOLD INWARD • Pr. A OI. FOLD U➢UAID • PT. A s. CREASE • PT. B 3. GREASE • I•r. c ® ®FOLD • TI• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT LNDERLAYMEMT/ SHttJGLE ROOFING DRIP EDGE. OVERLAP 3',;� EXTEND la' BELOW SHEATHING, MECHANICALLY FASTEN 4' OL. MAX / O1. FOLD INIUARD • Pr. A 2. CREASE • I" T. B ® 1. FOLD INWARD • Pr. A s. CREASE • Pr. B 3. C FAM • Pr. C 4. POLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE BOTTOM \/ FLANGE WATER TIGHT SEAL FOLD, 2Q 691 CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), la's COAT CEMENT PLA11ITER(a1U) WR6 LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER "I, STUCCO WRAP rFRN'E ONLY) LAP LAYERS OF BUILDING URAP OVER NAILNrb FLANGE, STOP w® IB ABOVE SHINGL %(FMRA"E ONLY) FRAME OR CMu EXTERIOR ...... vrrsmrel i •rccan AEx5 WALL FLASHING DETAIL) KICK-OUT FLASHING (SEE FASCIA WRAP NO INSTALL KI( FLASHING AT BOTTOM OF ROOF A WALL INTERSECTIONS J 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 LATH VERTICAL LAP TO BE 1' WITH FORTIBER SHEATHING TAPE / \ / I" MIN. LAP e METAL LATH \ METAL LATH \ / WRB LAYER 01, J STUCCO WRAP 6 MIN PAPER LAP ®ELOW ONLY / UM LAYER 42, FORTIFIBER/ \ BUILDING PAPER I' MIN LATH LAP, 4. OVER ALL LAP �A LE LAP `�"� SCALE. 1 1/J'•I'-0' ® KICKOUT DETAIL VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP SHEATHI WOOD �TEM UF.PEGS.) OR 7A6'ZlP LED IF'ER WOOD STUDS NOTE: SHEATHING - SIDE LAPS OF METAL OR Wills' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID415-1N. (12I-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. -- 6' MIN LAP 14' LAP m A-u 3" LAP e PAPER NOTE: FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK i/16" ZIP S�-IEATHING SYSTEM (INSTALLED PER koa19 m. 61OE69416112 OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) B" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED z Nl 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING: z (NAIL TO ROOF DECK, NOT 'n WALL SHEATHING) x" CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES "L" FLASHING (: ) N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER a APPROVED HOUSE WRAP,"-... \' FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE - \ PENETRATION _ CUT AND OVERLAP ONE 51DE OF SELF -ADHERING MEMBRANE FLASHING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE GUT AND OVERLAP ONE SIDE OF STEP 01 STEP LASHINGHERING MEMBRANE INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REHIRED TO SECURE PIPE/ WIRE TO FRAMING LI LAYER'(, STUCCO UIRAP WRB LAYER 42, FOR (FIBER — BUILDING PAPER ---- METAL LATH 6'x6' 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 %I CONT. BEAD OF SEALANT I I -- - INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER -;� SHEATHING ELASTOMERIC COATING OVER STUCCO/ - C-V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3� FIFE F:' NETRATf ON N.T.5_ PER SECTION R7037 - _- Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TA f 1._ (FRAt'slE ) Reviewed for Code 4 Compliance Universal Engineering Sciences DRAINAGE PLANE (WRB LAN'r'ER #1, STUCCO Wf;PAF') UJRE LAN( ER #2 (FORTIFIBER - - - - - - BUILDING PAFER) 1`IETAL LAT14 X —X—X— STUCCO UJOOD OR) i/1r" ZIP WALL SHEAT+41NG_:: SELF-ADS4ESIYE FLASHING — — — NOTE: 1 IET,4L L4T+4. LATk TO 8E PER SECTION ASTt"l C-B--- 44a, t*�IIN. 2.5 L55. FER SQ. `r ARD (UTILITY OR NOi~IINAL LATN DOES NOT i"IEET SPECFICATIONS) X 2194 HWY AAA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA rA U rQ rQQ 0 F v W 0 F A SUBD] J 8e L )T: CREEKSID PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEIX 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/18/21 SCALE: 1/4"=1'-0" SHE�E�T/T �IIj Y Y A 1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP 6 DRYER VENT INSTALL &' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) 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 IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (CURB LATER *1, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING -_ SELF-ADHESIVE 1=LA5HING NOTE: METAL LATH: LATH TO BE PER SECTION R-03.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. `I'ARD (UTILIT`T- OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 9 DRYER VENT (BLOCK BUILDING: PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' I / NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i n� fl� nt cti irrn .�R .SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T NO MEMBR ENTERS E APPLY TO F El APPLY E-Z 5EAD— OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 0 C 5T E F #1 5TEF #3 Imm-OG .G G G. G.GG G. G WOOD SHEATHING WRB LAYER "I, stucco WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/5' TEXTURED CONSTRUCTION f FINISH ® WOOD FASTEN TO WOOD STRUCTURAL j MEMBER ® 7' O.G. MAX s' CMu Ye' TON MID -WALL WEEP SCREED IL �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP a 5 T E F #2 �"jjA Reviewed for Code Compliance Universal Engineering 93 Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T#F;) 5TF :I(o- (:ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esi gngrou p. com AA #: 0003325 J F w 04 0 W 0 F M. U W 4 F A 2 mow svBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321, 200 030R1 MODEL,,,• 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDER AR NO 17305 r,ccaaN a 03 18 21 DATE: / / SCALE: 1/4"=1'-0" SHEET A2 LE III E N D DRAINAGE PLANE (UJR5 LA`r'ER #11 STUCCO UJRAF) LJRB LA`I`ER 02 CFORTIFIBER - - - - - 5UILDINC PAPER) METAL LATH x x x x STUCCO UJOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 2 1/2'I BEAD CORNER BEAD (FASTENER 4 SPACING -s -l" O.G.) cMu 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cam? BLOCK Reviewed for Code Compliance 91 universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F;R.l W W U 54 W F Q _ U W I 4 F A y Lj SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT 04321.200 030R1 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/18/21 SCALE: 1/4"=V-0" SHEET W A3 I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE 1-LASHING - WOOD CONSTRUCTION V BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE .� \ BARRIER 02 g( / W%6' REY%ALP SIDING // / \ W SELF-ADHERIWS / f FLASHING 6' SELF -ADHERING / a - I FLASHING y \ 1 vry WEATHER RESISTIVE / \ \ \ BARRIER M WEATHER STARTER STRIP \ \ / BARRIER RESISTIVE DO NOT CAULK OR I �\ 9/ W SELF -ADHERING SEAL OPENING I / FLASHING \ GALV'D METAL GALV'D METAL W FLASHING 'Z' FLASHING -- DO NOT CAULK OR Yq' X 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER STIIrW CASING BEAD l Ya X 6' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT \ L STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION V BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER Nil WEATHER RESISTIVE BARRIER 82 g�j((�� X T Ya LAP SIDING W76' REVEAL OR / t \ DHERING BOARD 4 BATTEN / / (L , FLAB LNG 6' SELF -ADHERING I v WEATHER RESISTIVE FLASHING BARRIER'1 STARTER STRIP WEATHER RESISTIVE / \ BARRIER 02 DO NOT CAULK OR */ W SELF -ADHERING SEAL OPENING I _ / FLASHING \ GALV'D METAL GALv'D METAL Z' FLASHING 'Z' FLASHING r DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION - STUCCO CASING BEAD / HARDIE TRIM PER ELEVATION \ SEAL GAP W/CAULKING y / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO C) BLOCK TO FRAME TRANSITION :- Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLOI 'DA 32937 PH: 321-802-3591 www.abdesigngrou p.com AA #: 0003325 w U w 0 F 0. V r7 4 F A ti 40 SU'BDIV. & LOT: CREEKSIDE PHASE 2 LOT #30 IPROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA L.- MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 18 21 DATE- / SCALE: 1/4"=1'-0" SHEET L r \ 2xro SUB -BAND W/1 "x4" NOTCH 's END, WRAPPED IN Rr-r-L 4 STICK DRIP EDGE -1/0" TEXTURED FINISH -6 WOOD 1/2" TEXTURED FINISH 6 CMU METAL F,4 +!1 11 II II I 1 f ` 2x6 sue 1 1 r 1 � 11 METAL FASCIA 1 WRAP Ya" FROM 1 STUCCO, 1" FROM 11 ---------------------------------- WOOD WALL 1 \ � 1 \\ EXTERIOR WALL 1 �o (FRAME OR CMU) 1 \\ NOTE: NOTCH FOR 2Xro 1 \ \ SUB BAND ONLY \ i - \ 1 i )ELEVATION - Ea —ROOF KICK OUT REMOVED 11 FOR CLARITY \ROOF DECK (BEYOND) �\ 1 ��DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) i 1-1/5" TEXTURED FINISH Q r WOOD, 1/2" TEXTURED / FINISH 6 CMU �! 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRS LAYER 02, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/12d NAILS roll-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH 10 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL Ci WALL SUB BAND DETAILOP WALL W/KICK-- O UrF FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for C00e Compliance Universal Engineerm9 ga Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY- FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROO1 EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U w 0 4 a C7 4 F A x SVHDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFIFECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 rL'"AN a 31821 0 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET WA6 "v C? ao aD v m m It 38'-8" 12'-0" 26,_8„ '-4" J O'-8" 9'-6" 13'-4" 3'-10" EXTEND SLAB 1 1/2" ❑ -.-]I7 FM-12X18 - - - 3 IFFM-12X12 '- � F 4" CONC. T 1 1.1 r SLAB ao I N X r LU LL - 9) *3 1/2" O in ILL LL d 4F-24X243,_2,6'-4„01.4 2 FM-12X18 1.1 0101, TOP OF SLAB 1" PVC CHASE � FOR ELEC. 9 N it ISLAND LL 1 00 ll 1.1 co co I ii (,•I 00 lU - x Icm ll II II LL ii u J 191,01, 191-01, X¢ O `. . 2 U Z O d I rl a EXTEND I, SLAB 1 1/2' - - - TE-1 - �-5 1/2" 18'-0" 2'-8" 17'-8" Go o� co 1 1.1 T ul 00 N. 1 1.1 FI b EXTEND `\j w O FM-12X18 SLAB 1 1/2" v? 4 �` I OD X CONC. LL� I CV. S Lu 0 NI 6"3,_5„ 5' L 361/2" 0 a� 1 °D IZ 1 1.1 n FMC- 4 *71/2„ L 1.1- J 12X18 1.1 FM-12X18- f -FM-12X18 FM 12X12 ❑ ❑ �E 8'-6„ 2,-6„ 2,-0" 4'-4" 2,_0" „ 16'-0" 8'4 19'-4" 38'-8„ PVC LASE \`���� •`tom 4" CONC. SLAB 1.1 2'-4"� 0-- o TOP OF SLAB J3'-6"_ . �Ir N UI LL u- 2 1.1 I•I FMC-12X18 1� op rn m rn FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOO FING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0". SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOIN i S BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER ATTHEJOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ILJINDICATES #5 BAR, OINDICATES #6 BAR,MINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021'602-16. USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 711) EDITION SLAB SCHEDULE SI AB' THICKNESS REINF. REMARKS 6x6 WlAxW1.4OVER GENFRAI 3 1 !211 6 MIL VAPOR COMPACTED FILL BARRIER 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W U Review" for C ed 6liance COrnTic rW Universal Engin Sciences 0 F 0. W 0 F A x ti FOOTING SCHEDULE PROVIDE CORNER BARS. SAME S0 UUANTITY AS BARS_ IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH I FNGIH THICKNESS BOTTOM REINF. TOP REINF. SHORT LONG T.O.F. FM-12x1 B 12" CON I INIJO lUS 181, (2) #5's (+)0'-0" FMC-12x18 12" CON I INUO_ US 18" (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (_)0"-4" FM-12xl2 12" CON INUCiUS _ 12" --- _ (2) #5's (-)0'-4" TE-1 8" SEE PI AN 8" (1) #5's (-)0'-0" SECURE STRAP T❑ A/G -SIMPSON WB CONIC. W/ UNIT ROLL STRAP OR EQUAL @ EACH P -CONS TAP-CONNSS TA CORNER OF UNIT CONC.-/ SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL A/C CONN&T I ION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4" = 1`0" SUBDIV. & LOT- 01 CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 5� �160 MPH EXP. Cam' PRINT 03 18 21 DATE / / SCALE: 1 /4"= V - L1" SHEET` �- EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) N — STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL 4FOR SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EE SCHEDULE WxD, BAR SIZE BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" LAP NP PLATE A M. OF 48" AND N W/ 16d IN COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC\TOPPLAT D 2x4 OR 2x6 G - WALL W/ SYSEE PLANS FORGLE BTM. PLATE PROVIDE D OTOP OF SLAB 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP 0 F( 9 INT IOR FOUNDATION SCALE: 3/4"=V-0" RE B . PLATE TO VT d MASONRY NAIL AGGERED. L METAL JECTORS NOT ABED WHEN NO 7IS PRESENT. SLAB SCHEDULE E SCHEDULE WxD, BAR SIZE BAR QUANTITY �QOD WALL STEEL REINFORCING IN GROUTED �C a CELL SEE PLAN FOR SIZE AND >_ I SPACING REQUIREMENTS v Q UJ pp V 5 d Lu W Q 0 8" CMU WALL M Z +- 0'-0" TOP OF SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W,` 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • ° • SEE SCHEDULE APPLICABLE) Z ° FOR WxD, BAR SIZE zm AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 GARAGE SCALE: 3/4"=V-0" Lu I j (D NEW REINF. BAR O iL SECURED W/ 2- PART d EPDXY. MIN. EMBED 8", LINO a p FOLLOW ALL MANF. T SPECIFICATIONS FOR a USE AND I F- a 4„ PREPARATION OF w ccHOLE. J co co p r.• ti0 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 1 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU kkSEE SLAB SCHEDULE OLATED" COLUMN PAD ENTERED UNDER WALL AND URED MONOLITHICALLY WITH UNDATION AND SLAB ULE SIZEAN TYERI MONO- OL. P SCA :3/4"=V-0" 30" MIN. EACH WAY ITHIC FOOTING Ff r FM fCORNER BARS, SAME SIZE ASLARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS r LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION l CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" -_-_ - A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING - -\ WALL W/SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE \ SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" \ _b+- 0'-0" 'TOP OF SLAB SCALE: 3/4"=V-0" `-- VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC4 ;FQY PLATE TO SLAB W1 WEDGE ANCHOR W/2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC EE SLAB SCHEDULE EQ. EO. SEE \QUANT FOR W AND B INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=V-0" (W/ U P L POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA: SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" L Q J J U)p W W W = �o CURB FOR iv MASONRY UNITS SET 7,0„ AT ELEV: 0'-0" Reviewed for Code Compliance ring Universal En9inee Sciences RECESS AROUND GARAGE 4DOOR OPENING SCALE: 3/4"=1`-0" I All I UP PLATE A MIN.OF 48" AND NAIL W' 16d COMMON NAILS. 2 ROWS- 4" O/C BTM. I AI' lU OCCUR OVER STUD 2x4 OR Px6 WOOD BEARING WALL W' SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE III M PI ATE FO BE PT, PHOVIDP DBL. TOP PLATE I�A'ul SLAB I.... VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL 5GALE:3/4"=V-0" (NO UPLIFT) 2194 H WY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W ig U pq r 0 F ri V r7 rn O F A E4 ti SVHDIV" & LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT: 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: DETAJEXP.C 160 MPH ARCHrrECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERBON AR NO T7305 DRrNT A 03/18/21 SCALE: 1/4"- f - 0" SHEET St.1A of — HI -. op i N zo Co O 00 N r` N DOWEL PLAN SCALE: 14' = 1'-0" 23'-10" 0 N N JOT rode Rey mp1 a i � 09 sconces 194 HWY A1A, SUITE 30 NDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. a bdesigngrou p.corr AA #: 0003325 sr e„ ra; a: �o N q F A E4 u fi � w u MGM l1JF33DIV. 8e T: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672—ARIA" GARAW1,1 S VfM( : RIGHT q PAGE: k4I �ld DOWEL PLAN r �Ilk 160 MPH EXP. C ARCKFEC STATE OF FL.�apA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 03 18 21 SCALE: 1/4"=1'-0" SHEET S1.2 A J _ N Z_ T Ld �O mU TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 1 _,4, VARIES PER ELEV. HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION lk 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. #3 is" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS } aw m U — W J V _ [C � _ Z 8" CMU WALL o co— co - -_ =-mil SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • z MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTING 4 REINFORCEMENT PER SCHEDULE NG #5 BARS a 8" 1 -Q • • �o 1-0" • o 1-0" I, ` CMU UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE 3.4 1' 0" far Code Rev Conpfiaon+eeon9 Bniver 5�ences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J pnz7l W U W O F 0. V 4 F A ti F 8e LOT: KSIDE E 2 #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672— ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA MAR 19 2021 _: 10 LOA r_• PRINT DATE- 03 18 21 SCALE: 1 /4"= V — 0" SHEET S l e 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4: ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4" ). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT: 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK $ SIZE DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH/ T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION . (PSI) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS =BTMTOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ♦♦ 8F16-1T/07 0 7 8F16-1T/0M/0B 8F1 6-1 T/OM/OB Im `♦ m 2 ,✓� f o ♦♦ 2.1 ✓ ♦ o ✓ 1 `♦ a I LL 100 ♦♦ 00 GT ✓I 1 8F16-1T/0M/06 ♦ ♦ 1 1 ✓ 1 1 �✓ ,♦ 1 %♦ ✓� 1 1 % 1 1 `% 1 �� I ♦` 1 1 ✓✓ 1 ♦ ✓ ,♦ ✓✓ %♦ I� 1 `♦♦ 1 1 I✓✓ 1 ♦ ✓ 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l0 1 l0 1 1 1(6 1 1 100 1 1 1 1 1 1 I 1 UNO, PROVIDE 13131 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 1 I 1 1 1 1 ✓ i✓� `♦ i ✓ 1 `% %% ✓�✓ i `♦ I✓ 1 ♦` 1 ✓✓ 8RF6- ♦♦ 1 1 1 T/OM/OB ♦ ♦ 5'-4" ♦ GF 1 I ♦ ♦ 1 ♦`♦ ,♦ 1 j ` 1 1 % ♦` ♦ ♦` 1 q 9 1 I I 1 1 ♦ ♦ 1 8F16-1T,OM/OB R128-11:OM/113 ♦ ' 1TOM/OB ♦ 1 ♦_ _____3 J7 ................... �� LIFT BEAM PLAN SCALE: 1/4" = V-0 Reviewed for Code Compliance Universal Engineenng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com L AA #: 0003325 PA m 17 U w 0 F W a F a ST_ DIV, & LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE S ], T : RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT DATE: 03 18 21 SCALE: 1/4"=--t1'-0" SHEET S 2 77 - #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 1 30 IPIG�L #5 BAR IN BOND BEAM CORNER 10 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN o OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #S MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP SCALE: 3/4"=1' 0" �,,� SINGLE LINTEL., MULTIPLE OPENINGS `� SCALE: 3/4"=1'-U" II PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. NOTES TO THE INSPECTOR/CONTRACTOR I VP 81Ix8" 1# 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 81, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. _ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. I YP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM Ri 1ND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE \ J TOP OF THE LINTEL 8„ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �--4 POD F�� 8x16 DBL_ BOND TOP OF is BEAM W: IL #5 BAIi BOND BE EACH COI-W F \C1G 8x8 BOND BEAM TOP OF • Oe�� Wl (1) #5 BAR BOND BEAM'W_ O F = FILLED W/GROUT U = UNFILLED GROUT SOLID FROM - 1 UP y4\� NOMINAL LINTEL TO TOP OF BOND ' :1 OPLNIN(1 WIDTH # OF #5'S, IN 2ND BOND BEAM. IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 - 6_ 1 T/ 1 MI o d 8x8 PRE CAST CONCRETE — - �5 �Q _ �r LINTEL W. (1) #5 BAR (L2) p QHEIGHT LENGTH OF BAR = WIDTH OF MASONRY # OF #5'S TOP 6 OPENING 2 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR : BEAM DESIGNATION Reviewed tot Code Compliance THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE: 3/4"=V-0" Universal Engineering AND XFXX-'1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINT EL. W/O STE'EL(Li) REFER Sciences IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS > AND XUXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED -- Tul LINTEL OF OPENIN(1 AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECASTHEAI)ERIP•AINi 2x4 (MIN 2X3)1316 N -- — --- PCON OR DRIVE PI(fv11N. S K SIZE. I4 i MIN HEAD WINDOW SIZE. MIN FMBFIIMENT I \� 1/4") 8" FR EACH L NO AND 18" O.C. MAX- 1 1'4" EMBEDMENI PRE -CAST WINDOW SILL 2x6 (MIN 2 X 3) 2-316 1AP _ OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD `~IZF -300 MIN EMBEDMENT1 1 4") 8" FROM EACH fNO AND 18" PE O.C. MAX. MINI 1' 4" EMBEDMENT 2x8 (MIN 2 X 11) 2 3'16 TAPCON OR DRIVE PIN INO SHANK SIZE .145 MIN HEA SIZE .300 MIN EMBE I 2X4 SOLID BLOCKING 1/4") 8" FROM EACH I A SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-I MIN.2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW --CMU WALL SILL CONSTRUCTION (��ARCHWAY FRAMING DETAIL SCALE: 1 1 / 2"=V-0" SINGLE #5 CORNER — BAR, 30x3O TURNED UP OR TURNED DOWN INTO `— STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR LE REINF. BAR(S), AT EACH SIDE STEEL REINF. OFF OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGE IN r ELEVATION OF BOND BEAM -- SUALL: 3/4"=1'-U" 2194 H WY A1A, SUITE 301 ° INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SJEDJYY. & T: CREEKSIDE PHASE 2 LOT #30 PROJECT* R 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXIT u' ARCHITECT° STATE OF FLOREM !/ VI Lx MAR 19 2021 RICH AEL_ C. ANDER SON AR NO, 17305 ", PR11%TT 2118 DATE: 03 / / SCALE: 1/4"=1'- O" SHEET S2e1 LENGT 3'-6" 4'-0" 4'-6" 5'-4" 6-10" 61-611 7'-611 9'-4" 10'-6" 11'-4" 12'-0" 13'-4" 14'-0" 14'-8" 15'-4" 17'-4" 19'-4" 21'-4" 22'-0" 24'-0" "LOTT'S CONCRETE" / "CAST-CRETE" f "QUALITY SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE H 8U8 818-OB /16-1T/OB /20-lT/OB /24-lT/OB /28-lT/OB /32-lT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENG-I-H 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8124-2T 8/28-11 8/28-2T 8/32-1T 8/8-1B 8116-lT/1B /20-lT/1B /24-lT/18 /28-lT/1B /32-lT/lB 8/8-2T 8/16-2T 8/20-2T 8132-2T PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6° PRECAST 1569 3524 4394 5263 6132 6132 7001 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 1 2080 2593 3107 3620 2332 4133 PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 PRECAST 570 938 2498 2205 2698 3191 3685 7 -6" PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'4" PRECAST 454 586 767 948— 1129 1310 639 1674 2298 3081 4099 1 4899 572 1 1318 -1643 -- 1969 - 2164 2519 PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 11042 1372 1643 1470 1710 PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 581 698 783 507 1210 1596 2048 2586 3171 440 1 940 1300 1560 1314 1476 PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 -- 1237 746 — 1474 865 458 1079 1429 1824 2277 2712 246 663 980 1715 PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 - -- 1353 793 - 1572 412 1014 '1340 1703 2118 2513 230 616 908 -- 1134 PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED` N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 --- 1135 -- 1312 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 PRESTRESSED N.R. NR NR NR NR NR NR 22_On PRESTRESSED N.k. 116 22'-Q" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 F24--0- PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 'T'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �Vlhp �(a u SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP, ARCHITECT - STATE OF FLORIDA v v MAR 1-9 2021 l r1 It; MIICHAEL C. ANDERSON AR NO 17305 INT 03 10 21 DATE: SCALE:1/4"=1'-0" SHEET S2o 2 R FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. `CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2 HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND -CLEAR SPAN OPENINGS; 8. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN. DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. e 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 W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED' CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. -GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM. BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL END JACK TRUSS BOTTOM II/LY\111 BRACING/BOTTOM CHORD W/MIN (4) 1Od CHORD. BRACING WHERE APPLICABLE - NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION /�\ DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR SCHEDULE CONTROL DATE; 01/21/2021 MiTek USP SIMPSON MiTek USE SIMPSON DES UPLIFT GRAVITY DES UPLIFT GRAVITY FASTENER ( FASTENER HTA 16-18 1625 META-16 1450 (8)10d X 11/2 1-PLY, (7) 16d 2-PLY, EMBED 4" (8)10d x 11/2' 1-PLY, (6) 16d 2-PLY, EMBED A' - 2430 (2) META-16 1985 (IZ)10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" I -PLY, EMBED 4 HTA 16 1870 1870 HETA-16 1810 (10)10d X 11/2", (8) 16d 2-PLY, EMBED 4" PLV,EMBED 4" (9) Ind x 11/2" 1-PLY, (8) 16d 2-� HTA 20 1870 HETA-20 4" 0 EMBED 4" (2)HTA�20 2430 2035 (12)10dx 11/2",I-PLY, EMBED 4MBED (10)x 1 10d1/21I-PLY, EMBED 42-PLY, 2500 2500 EMBED (10) lbd 2-PTV, EMBED 4 (10 (12) 16d2PLV,.,EMBED 4'. LUGn2 1655 LGT-2TA-20. 51/4PLY, O Bolt+Anchors, WOOD (1G)10d (7) 1/4 x 2114 TITEN, WOOD (16)16d O LUGT2 . 3380 LGT3-SDSI.S 3480 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) W525 (12) SDS 1/4"x3"TO GIRDER, (4) 3/8" x 5" TITEN HDTO WALL DHTA 20 2430 DETAL-20 2480 (16)-10d x 11/2,1 PLY ALTERNATE USE OF (2) H7A-20 ACCEPTABLE (18) -10d x 11/2, 1 PLV ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 O. 5/3"A.T R. IN HIGH STRENGTH EPDXY MIN. 12 EM8E0 2210d TO WOOD ` T STRENGTH EPDXY MIN. 12" EMBED 22 IOd TO WOOD 1 SS A. .R, IN HIGH ST ENGT E I) / ( ). ( ) HUGT2+ 9575 HGT-27+ 10690 WOOD (8),10d MASONRY(2)3/4 A.T.R > (2)3/4 AT.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+: 9860 HGT-3+- 10690 WOOD(8)10d MASONRY(2)3/4 A.T.R - (2)3/4 A.TR. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1SIO PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2. 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO. (10)10dx 11/2 (10)10dx 1-1/2" MUGTIS 3945 VGT 1 4940 '(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN.12"EMBED),(4)10d TOP/(6)10d FACE/(12) 10d BACK OF TRUSS - (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4'x3" HUGT 9575 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (32) SDS 1/4' T' MTW 12 965 MTS-12 990 (14) 10d x 11/2 , (14)10d (14) Iod X 11/Z HTW 16 1355 HTS-16 0 (16) 10d X 11/2", (16) d0d` (16)10d X 11/2 HTW 20 1355 HTS-20 1311310 (24)10d X 1112, (20)10d (24)10d X 11/2 HTW 24 1355 HTS-24 1310 (24) 10d X 11/2", (20) IOd (24110dx 11/2 - LSTA 12. 930 LSTA-12++ 925 - (10) IDd (10110d LSTA 18« 1235 LSTA-18++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18 ++ 13I5 (14) 10d (14) 10d MSTA-24.++ 1640 MSTA-24 +ry 1640 (18) 10d (18110d yl MSTA-30++ 2065 MSTA-30» 2050 (22)10d (22)10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)10d KST1236. 2765 MSTI-36 3800 (36) IDd X 11/2 (36) 10d X 11/2 KT51248 5105 MSTI-48 5070 (46) IDd X 11/2 (48) 10d X 11/2 LFTA6 980 H6 1055 (16) 8d x 11/2", (16) Bd) : (3) Ed TO PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6)10d TO PLATE (6)10d x 11/2': TO STUDS M P34 525 IN Fl @ 16M A34 480 (4) Rd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST (4) Ed x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 680 HCP2 590 (10)10d xY1/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 1112" RT16A 1020 H10A 1040 PLATE 910dx 112"TO TRUSS, 810dX 112"TO PIA ( 1 / . () / 18 10d%11/2"- ( I MUGT15&PHD4A 4175 VGT&HDL14 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8'.' THREADED ROD (16)-SDS 1/4"x3 TO WOOD, I IO)SDS 1/4"x21/2' W/ THREADED ROD, (2) N UTS/WASHER/2 PLY MUG715&PHD4A 4175 VGT&HD7B 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W{5/8"THREADED ROD (16)-SDS 1/4"x3 TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 ]]50 V MIN 7"EMBED N CONC., 12)led TO WOW (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, ( ) I C , ( ) 158' A.T.R. IN HIGH STRENGTH EPDXY MI N. EMBED. IN CONC. 1216d TO WOOD O { . ( I . ( ) PAU66 2455 16005 ABU 662 1 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. ] EMBED.) IN CONIC, (12)16d TO WOOD LTS19 +++ 1205 _TT19+++ 1310 (1) 314" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC., (8)10d TO WOOD (1) 3/4 A.T. R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED.I IN CONC., (8)IOdTO WOOD O LTS20B.+ 1100 LTT20B+++ 15DO " (1)3/4A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC.,(10110d x 1-1/2 TO WOOD (1) 1/2" ATR.IN HIGH STRENGTH EPDXY, (MIN.7" EMBED.) IN CONIC, (10) lOd TO WOOD _ HTi45 4160 HTT4 4455 (115/8" A.T.R. IN HIGH STRENGTH EPDXY MIN. ]" EMBED) IN CONIC., (18 16d %21{2" ( ) ) (1) 5/e A.T.R.A.T. R.I HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONC., (26)16d X 21/2" Z HTT45 -5005 HTTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONC., (26116d X 21/Y' 11) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Q UPHDll+. 14395. "25+.. HHDO11-SDS 11810 (1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 30"EMBED) lN CONIC.; (24) WS3 WOOD SCREWS (1) 1'( AT.R.IN'.HIGH STRENGTH EPDXY, (MIN110"{'6 EMBED.) IN (241 SDS"x2%"WOOD SCREWS PPHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN T EMBED) IN CONC. (14);V,63 WOOD SCREWS (1)7/8 AB IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTOWOW TDX8 7970. (1)7/8" A. B. I N H IGH STRENGTH EPDXY, LM I N,7 EMBED IN CONC 3 7/8" STUD BOLTS TO WOOD NFM35%12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4 C FROM EDGE OF CONC DIA ITW RAMSET/REDHEAD DYNA BOLTSUE EVE ANCHOR OR EO W/MINIS"EMBED INSTALLEp IN FACE. (14)10d AT JOIST (1) 3/4 ATR IN HIGH STRENGTH EPDXY, (MI N. 6.75" EMBEDMENT) IN L.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN 6.]5 EMBEDPo)EN1)JN C. M.U,FACE, (18)10d TO BEAM H U54121F 3615 2710(100%) HUSC412 (WOOD) 3435 2635(100%) (10) led TO HEADER, (10) 16d TO WOOD - O (10) 16d TO HEADER (10) 16d TO WOOD ' 3325(125%) 3220(125%) N HD4101F (CMU) 1950 3080 HUC410 (CMU) 1800 4500 .WOOD. (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO USP (20) 3/16"" TFlPPER+; (10) lOd TO W000 (18)114 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOW, Z S HD210-2IF (CMU) 1950 3080 HUC710-2 (CMU) 180D 4500 (18) 1/4"" x 3'"' WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16" TAPPER+, (10) 10d TO WOOD (IS)1/4" x 2-3/4" TITEN (9 PER FLANGE) T® CMU, (Io) 10d TO WOOD: HD230-31F(CMU) 2795 5015 HUC210-3 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/I6"" TAPPER+, (10)10d TO WOOD (18)1/4 x 2-3/q TITEN (9 PER FLANGE) T® CMU, (10) 10d TO WOOD: LGUM26-2 - 2125 6065 LGUM26-2-50 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOW (4)WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4 X 2-1/2 SDS SCREWS TO WOOD 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W' (2) 16d COMMON Co U0 NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO to C0 v BRACE TOP OF WALL. I _T I 11 11 a 11 1111 EJ7 11 11 11 11 11 - I II JillCJ1 Ih IIW III III I-- C.1 = 11 IIW II II W 11 W 11 II 11 11 11 11 II 11 11 11 1 c CJ3 a II I 1C I II rATTACH 4'-0" LONG 2x SCAB TO II II I II CJ5 _— = u u 3.1 u u / TRUSS W' 10d NAILS O 6" O.C. II II II II � - CJ5 II II II (4" FROM EA. END) A C,l A9G 3.1 A = O O O F _ _=_ �_=___�_ _===I== _�_____�_== A4 = J Z v z0 �_�____=__=____�=I===�_____�_= A2 = m PR -FABRICATED ROOF o =_= TR SES@24"O.C.MAX. � Or = _ _ _ _ 0 k! ILI _ Reviewed'0' _—ru _ — Complier Universal EnE Q Sc enc i AlA N r A2 = 22°x5 ATTIC I ACCESS A3 i A _ A4 A5 _ A6 1A 3.1 A7 V4 C\I 1A _ GT A8G 0 9l n� [i.1 CJ5 ID 1 A fl �I II II (I I II I n 1 A _-- - = 3_1 n JI u u u u u u q CJ3 a3l 3.1 E7 J II n � 4 4 CJ1 B2Ut _ 11GE 0 3.18 3.1 CD Cr FRAMING PLAN SCALE: 1/4" = V-0" 1A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 W 0 Kai " SIUBD LOT- CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWINefl RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHrrEC STATE OF FLORI:A MAR 1 9 2021 MICHAEL C ANDE _ N AR NC g UI J Now PRINT 03 18 21 DATE: ,,11/ / SCALE: 1/`ttr_ 1' _ 0" SHEET S 3 I A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING; SEE (9) 10d x 1 2" NAILS TO TRUSS "ROOFPLYWOOD FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING SHEATHING (12) I6d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER WITH NOTE: A PT SYP #2 2" x4", (16) 1 Od x 3 $"NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/'(3) 16d --- GALV. COMMON NAILS. _ ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV: COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C ` _ FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT „ UA810 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) 1 a 1 b TYPICAL TRUSS/ SCALE: 1 GIRDER CONNECTOR(S) NOTCH DEPTH 1/4"D HOLE EDGE >5/8" T HOLE DIAMETER < 2/5"D SGL STUD OUTER 1/30F SPAN ONLY ---HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING Q AND BORING LIMITS �+ SCALE; 1 1/2"=V-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" 01 SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 1 Od x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ IOd NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATEGIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS 4" x 2 2' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) z x 5" TITEN HD TO CMU AND (18) SDS 4" x 1 x2, 2x WOOD FASCIA GIRDER SEE ARCHITECTURAL C ) -(2SIMPSON FGTR GIRDER-FIEDOWNS WITH 2x SECURED W/ (3) 16d (2) 2" x 5"TITEN HD TO CMU AND (18) SIDS 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) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTORS) SCALE:3/4"=V-0" r 6'-0" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/10 1Od 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 W110 IOd TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-E NG TRUSS ` — CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C `—END WALL OR OTHER MAX., OR 2x4 R.,TM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C MA�SECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ INTERSECTIONTYP. BTM. CHORD BRAVING SCALE: 3/4'=1 SUAL F 3 /1 1 II" (2) 2X4 Not SYP DIAG. - BRACE W/ (3) 12d @EA.' 1 RUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0' 0" 10 30' 0" (1) "X" BRACE 30'-1" If) 60' 0 (31 "X" BRACE (1 j "X" BRACE Cu) CENTER (2) "X" BRACE DIVIDED FOUAI LY FROM (4 NTER TO END_ 2x WOOD FASCIA, SEE ARCIIITEC IURAL PRE-ENGGABLL FRUSS SFIF I kACK (AS PER — I RUSS ENG) 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x 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's8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SI I_S1..HEf)IJLE FOR '� Reviewed fo'CG` ga Cllle r BOND BEAM REQ. UmversatU1 — Sciences BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS sCALE:3/4'=,'-o" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1 1.11 AlTSTRAPS FOR ROOF AND FLOOR CONNECTIONS Al AN AI I FRNAT: STRAP MAY BE USED SO LONG AS THE NEW:STRAP.HAS I QUIVAI FNT OR GREATER UPLIFT AND LATERAL (F1 AND 172) LOAD CAPACITIES I HE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND POUF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I I II c(1NNECNONS INDICATED. A'FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A .`;IMPB(.)N HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 I 0HCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE `;i 1B,IFC I TO Fl AND F2 FORCES. ALTERNATE MATFRIAI R 2iUALE: 3/4"=1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLO RI DA 32937 PH: 321-802-3591 www. a bdesigngroup.com AA #:'0003325 SUBDIV. & LOT. CREEKSIDE PHASE 2 LOT #30 PROJECT* 04321.200 030R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: _ T)ET -IL, 160 MPH EX % ARCH CT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 1$ 21 SCALE', 1/4 SHEET i 6: 6 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) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO B€K 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 J NJ CONC. POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) r7a 24" O.C. MAX FOR STRAPPING VERIFY ` W/TRUSS PLAN — CONT. 2x4 SECURED W,/ (2) 1 Gd's 9 EACH TRUSS TO BE INSTALLED 9 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG D8�ALE GABLE TRUSS @ CMU WAL : 3.14"=V-0" Reviewed for Code Compliance ig Universal Engmeenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngrou p.com AA #: 0003325 ti W a n U V A it F Q ®§ i t is E- 7 a sVBDIv 8e LOT: CREEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: m DETAILS L160 MPH EXP.J r AW71. fECT- STATE OF FLORIDA MAINO 19 2021 MICHAE. ANDER30N AR 173C5 PRINT DATE: 03e 18 21 SCALE: 1 /4"— f — O SHEET S3e1 (2) 2X4 No.2 SYP DIAL: BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO END: UPRIGHTS OVER 4'-10" HIGH (AS PERTRUSS ENG) PLYWOOD SHEATHING, SEE - "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. - 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A 1x2, 2x WOOD FASCIA L CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. — TRUSSES @ 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W� HIP RETURN BCALE:3/4"-1'0' SIDE VIEW VTCR SPACING (1) AT EAl ANIn a.-n^ (-,- I � VALLEY TRUSS CONNECTION Reviewed foi coop compliance 91 Universal Engmear + Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 C;REEKSIDE PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL 4EAB "1672-ARIA" GARAGE SWING - RIGHT PAGE: DETAILS L160 MPH EXP. C ARCHITECT STATE OF FLORIDA Yv v MAR 19 2Q2 MICHAEL C. ANDERSON AR NO 17305 SCALE: 1/4" =1'— SHEET S3o1uc0 GABLE-END"A" GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 34' 1; ' WOOD �� STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TOEARTH OR WEATHER -- ni! IN BLAMING WOOD WALLS TOP PLATES & STUDS C E �X�r�''►'. t IIPIL � 'I � G A�.� ■ ■ ■ ■ri■o■ • • • • R • ♦, 1 • • • • ► �� • ♦ ♦ '1 ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT AN B SPF. a ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TOEE CHAMFERED :314".WOOD AI 1 BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS_ 1IRFOR !'I;II`PII IZS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF F R STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF O PROVIDE CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDIC!+rEO ! /PI I. Ar; l k a IY- 1.400,U00 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND RISC SPECIFICATIONS S.MIL DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. - I'I IF^,'-u IRF TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES p :I IALL BE RA FED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: r'' )RRORORAT E. TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY e SHALL 8E CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING. FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, I it A SON SHALL. BE RATED TO RETENTION LEVELSOF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED . EXCEPT WHERE A DIFFERENT DETAIL 1S SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W 1,0 T SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. c.I )NTAINS MORE THAN s�' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: T:4INIMI IM NAILING PER FBCR 2020. 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE. AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL I TEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENUINI I 1 11 re )VIDE SOLID BtOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. `' 1 F' 0�, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND .STABLE AFTER THE BUILDING 1. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 11111 RFATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH. CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: A I RFARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION. OF NECESSARY SHORING, SHEETING, -DOWNS. WELDED WIRE MESH, SHALL BE ASTM At 0641AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES:. TEMPORARY BRACING, GUYS OR TIE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHAI l - BE SUPPORTED WITH 2" CHAIRS SPACED T O" OC, EACH WAY. - I1) BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION s I HESS GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ':1'AL.ED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. ' DO NOT SCALE'�DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: O )NNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A61 s EIFETING THE REOUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY. DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. 111: SIGN, FABRICATE. AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL :.. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL s I ANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 1 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S r', )MMENFARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD - FLOOR: LIVE LOAD 40 psf - REVIEW. W! iOD.I RUSSES. 20 psf 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" 11111S5 MANUFACTI IRER WILL PROVIDE CALCULATIONS. INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS 1.1 n :ATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD - DEAD LOAD FOR ADDITIONAL INFORMATION. IN I ERSFCTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD a 1 (10 psf w/ No GYPCRETE) (7 psf w/ ASPHALT SHINGLES) (t ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 1 IIIRRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 11 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF HTF I I )N I RACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT A„ A„ BALCONY LIVE LOAD 60 psf WALL. I III 11;';l '� GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. HIP ROOF STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL 111 A )f & I I (DOR 1-AYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED=760 MPH 3-SECOND GUST '"''- INTO INTERSECTING WALLS AND HOOK AT ENDS..STAGGER SPLICES WHEREVER POSSIBLE. 111 1 FRMINA HONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-16 (ASCE 7 16 (FBC R202Q) EXPOSURE C, RISK CATEGORY II) 1 A 0 )1 I I . SPANS & ALL. TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 1- = 53.00 PSF (63.00) .ZONE 3 = 60.90' PSF 70.90 ( ) LIVE LOADS:: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEM' AI I f C I I1IF STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS. SHALL BE NOTIFIED TO THE ZONE 2e =.60.90 PSF 70.90 ZONE 3e = 70.40 PSF (80.40)- AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. -:1 R11C I I IRAI- ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL - - ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80. PSF (93.80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PHI )VIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 2r = 70.40 PSF (80.40) 1, MASONRY: 1'1 AN SI-11TW1NG COMPONENT LAYOUT.. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA ` "A"= 4'-0"'END ZONE DISTANCE 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE IJlTRISE1.) PROFESSIONAL ENGINEER. BASIC WIND SPEED: 160 MPH „ EXPOSURE CATEGORY. C SHOP DRAWING REVIEW: - SPECIFICATION MASONRY STRUCTURES" (TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY - I I IF HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISKCATAGORY: II SHOP DRAWINGS WILL BEREVIEWEDFORGENERALCOMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED R I (.' )NSTRNCT ION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. Pllt )VIDFD BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/- 0.18 _ - - COMPLIANCE WITH THE CONTRACT' DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK I I IF f RIJSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90: GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USINh RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS TOBOTTOM OF TIE BEAMS BEFORE (N. I FIE PELF,GATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 1 -, ANI (J ADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR - p � p/ q p ROOF FLOOR ROOF DIAPHRAGM V V Y1.L�� TH T REVIEW WILL BE RETURNED UNCHECKED..SHOP DRAWINGS IN THE FORM DRAWINGS SUBMITTED wl OU AlI I,; SF I R S To TRUSS FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITI I EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. ��.���� �� WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 19/32" STRUCTURAL SHEATHING EXP 1 40/20 .(SEE TABLE FOR FIELD ( ). DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON. FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3i8" . /" FASTENER SCHEDULE - WRITING BY THEARCHITECL '" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRA I ION TO CONSOLIDATE GROUT. I ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN ROOFSHE THING OSEE GABLEENDF r+ NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE .PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d ` RING SHANK, 2 1/2" 0.131 F1667 RSRS 03 SCREW SHANK 170,000 RING (16-20 RINGS F1667 $d 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 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOIN 1'; '.. - EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED .TOA DRY DENSITY OFAT,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 ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. Reviewed for Code FILL CMU DELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL Compliance THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. Universal Engineering SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE Sconces GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. CONTRACTORS EXPENSE,. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL. BE MADE BY THE GEO-TECH. ENGINEER. RAFTER OR TRUSS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING 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 EXTERIOR SHEATHING -- -- z - A500/A500M,GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMA53/A53M, GRADE B, TYPE E OR S. Fy - USE 1/2" CDX OR 7(16"O:S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o o 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BECONCRETE-FILLED IN THFSHOP. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & :5 3: 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB -- ` BOTTOM PANEL AND 8d RING GUN NAILS AT 6" O.C. AT - -- -- co ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS; WITH: HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. DOT I S CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+/-PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN. OFF -THE -NUT METHOD. PER. MANUF. SPECS.) SEE DETAIL BUILDING LENGTH D " CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC. CONCRETE. TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN - AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ROOF SHEATHING ATTACHEMENYSPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6"O:C.IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r.: 10d NAILS @ 4" O.C. ON EDGE AND 4" O-C. IN FIELD. 1.6"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS ZONE 3,3e; 3r. 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: BLOCKING PER NAILING SCHEDULE 1-112" FOR #5AND SMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2' FOR #6AND LARGER AND ADHERES TO ASCE 7-16 C. FOR CONCRETE NOT EXPOSED TO WEATHER c J Z W Z cD r3 w Z Cj @) S O U) z Z � I 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ U) Q z Z 7 0 (0 1e W QLL S Z U) U z O EE ro @ . . . .I FYP. EXT. SHEATHING ATTACHMENT zW z� �w z� T V C3 O z� EE O R Do 0) Uw rn Y U C3 LL o O N 00 ` #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBEF 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2' FORBEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION S17F TYPE SPACING REMARV< AlIFI 11 ATION SIZE TYPE SPACING REMARKS 1 x2 PT FURRING TO LASE HARDENED C.1III. ' F D1?un BUCK 1M" DIA TAPOON MASONRY 1 11T EMBED., 4" END DIST., MASONRY/CONC. NAII.I ITI ONO 8' O/C It, Hf:a irly"ON4 NO WASHER e.. O/C FASTENER 11/2"EDGE DIST. SGD. AL. EXT. DOORS CASE HARDENED 0111 9" O!C WINDOW DOORI FASTFNFD Al AGF f10CR RUCK 3/8' DIA.OR (3/8" DIA) 4" EMBED., END DIST, 1x ET, SEE NOTE 6 NAIL 1R' LONG STAGGERED INTO MASONDV*Cc1Nc. t vAFlSti NItY;CONr.., 1'2" DI,A. 24.O/C EXPANSION BOLT 24^ O/C (12" DIA) 3" EDGE DIST. E a// WASHER r FNFDI:�-I1 W � FA`, Pl1FP 1F1 I ^ c CONTACT THIS ENGINEER FOR SPACING S WINDOW BUCK f.A,F HAR l 9 O,C WIND D(.: P. - 1 ..TRA T . ix PT, SEE NOTE NAir11:2'LONO- STAGGERED INTO MASONn(Cl 1EP. IJASOIjn,, coNc REQUIREMENTS EXT. SWING DOOR LJ AiIG'DIA. "TAPCON" t 12 EMBED,F FND. -1,•11 RFADO`4 WCC0 1:2' EXPANSION 4" EMBED. 4'END 18" O'C 24" O!C BUCK 2x PT, SEE NOTE f NO WASHED FASTNER DIST t is a" FD('F DI0.T MALL T1 CC111/ ,I nE: W/WASHER BOLT DIST., 3" EDGE DIST. 2x PT WINDOW BUCK PT TO STEEL COL.. SEE 1,.188 RAF, E 1,4 9" 01C 4" FED. I I NOTE -.. W1 WASHEn --_ STAGGERED - EDGEE DIST DIST NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE /\5 I'FR EIANIIFAC TIIRER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 1. Y DUTY PINS ORE AL SAME DIAMETER A 4. RAF SHALL BE HILTI X ZF HEAVY EQUAL S S SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE 9PACIN/; UETAII FL) AROVF 6. WINDOW AND DOOR BUCKS 'HALL BF AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT P x; AN EX TFRIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W' TAPCONS OR PAF TO THE SUBSTRATE. 2194 H WY AJ.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Mifflil ommmumm S'UE3DI T: CREEKSID.E PHASE 2 LOT #30 PROJECT# 04321.200 030R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C �ARCHI[TECT STATE OF FLORIDA i MAR-1 t 2021 MICHAEL C. ANDERSON 1 AR NO 17305 OM 11131911111 1 INT DATE: 03 18 21 SCALE:1/4" =V- 0" �Tv0Aaily