Loading...
HomeMy WebLinkAboutBuilding PlansSTATE 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 A1A, 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. A-- 1�11M i .Amffiwww�\ft 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 DESIGN CRITERIA: - FLORIDA HUII,DING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vu1t=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES . CAW. LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 80. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381b CU- FT. Tel= (321) 733-7092 ABBREVIATIONS Fax: (321) 733-7972 ABV. ABOVE LAV. LAVATORY A!C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M C- MEDIC .INF. CABINET ALT. ALTERNATE MFR, MANUFACTURER AMP. AMPER AGE MIN. MINIMUM BD. BOARD MT. METAL THRESHOLD (1I, CENTER LINE MUD. MOUNTED CAB. CABINET MTL, METAL CLG, CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC CONCRETE PL PROPERTYLINF. CPT. CARPET P.B. PI JSH BUTTON C.T. CP,RAMIC TIT PH. PHONE D. DRYER PIT. PLATE DBL, DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DISPOSAL RAI). RADIUS, DP. DEEP R A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTT_ DETAIL, R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE, EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG. EQ. EQUAL SHT SHEET E.XH. EXHAUST SHTHG. SHEATHING EXT, EXTERIOR SHWR. SHOWER F.G FX . FIXED GLASS SWL SIMILAR F.C. FULL GAS SL. SLIDING FIN- FINISH SL. GL. SLIDING GLASS FLR. FT.00R STD- STANDARD FLUOR- FLUORESCENT SWS SHEAR WALL FR- DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR- DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I- GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE. INTERRUPTER LO.S. TOP OF SLAB GL CLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O- UNLESS NOTED H-B. HOSE BIB OTHERW ISE H.C. HOLLOW CORP. V.P. VAPOR PROOF HDR. HEADER W WASHER HGT. OR HT HEIGHT Wi WITH INSUL. INSULATION WI), WOOD INT- INTERIOR WDW. WINDOW W'H WATER HEATIiR W L WROUGHT IRON REVISIONS DATE DESCRIPTION 01/09/18 BID SET ISSUED 01/15/18 201-1 FE5C UPDATE 01/29/18 BID SET RE -ISSUED 0448/I8 FOOTING REVISION PER M. BOWES — 02/22/19 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT80N 04/24/19 WISED HVAC VOLUMES ON SOFT CALL 5CHEDULE 06/21/113 ADDED LED LIGHTS o KITCHEN E BATHROOMS PER MARK BOWES 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE Reviewed for Code ED Compliance Universal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN 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 S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DESCRIPTION DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 46 AA #: 0003325 A IV SUBDIV. 8a LOT: CREEKSIDE PHASE -2 LOT #121 PROJECT* 04321.201 121R1 M0DEI. 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA k41-le FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rsc,aar J. 02 24 21 DATE: / / SCALE: 1/4"=V-0" SHEET £ -7 GENERAL NOTES WE vM= TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS, AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 Yz THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT JN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS; STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE T THE CONTRACTOR T CONTRACT DOCUMENTS, OF WHICH CO C OR FAILED 0 NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY S0 THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK 4 NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. '. . DO NOT BACKFILL UNTIL SLABS HAVECURED OR HAVE BEEN PROPERLY BRACED.(WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF "3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'i (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 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 3. CONDENSATION LINES SHALL BE MINIMUM %` PVC (SCHEDULE 40), INSULATED WITH/2"AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVER MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY 5, ALL SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. BUILDING AND ZONING CODES. 6 E NO VENT NT STACKS S SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS Reviewed for Code 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. Compliance 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP universal Engineering 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.1B sciences A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIORWNALLCOVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE APPLICATION OF THE TERMITETHE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2 2 AS MODIFIED BY FBCR SOLID 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: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 EXTERIOR IFINISHE8 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-Cl063-19a &ASTM-Cl787. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R7033.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE 'i FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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 DETAILSSTUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'i DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES if CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS 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 BUILDERS/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 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 f' 1= I g tit a �1 " i I1 �1 _no INVA-VA, y SLTBDIV. & LOT: CREEKSIDE' PHASE 2 LOT #121 T' PROJECT#, 04321.201 121R1 ODEL: 4EAB "1672-ARIA" (" k' TARAGE SWING: I LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCH ITECT- STATE OF FLORIDA Fw ikl FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 7 Z JMJLr&III DATE: 02 24 21 SCALE: 1 f 4"'=1'-0, SHEET 9F ra G FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.1m.1 THROUG:W FE5C R302.105 12'-0" 13'-4" (2) 3052-5H G SS © (2) 3052-SH -r ------------- v Ci I I LANAI BDM BRCLG. #1 DMG ROOMBI- s' 8' cLG - I m I I 8'-8' CLG. 1 I I 6" 9'-0 4 (2) 3052-514 I v _aI s 6'-G " 3'-10' 3'-4" 3'-10" 3'-8" T'-6' — N C� r ❑p'(i IR-1SH -S j WIC.I I '� �I �' GREAT ROOM e � I 9 O W V -• 1 OI WC ,� 3 6 I BATH#1 8'-8' CLG. L® LAv. 36'x60' ® HWR. PAN r— ---n 8'-8' CLG. >IU I u _ 0" I _. I ! _I QL.I I �. 2x8 I I 3-SH --- LL -I 1 B �I AI I I i10 i �I I v i i �14_� i I I v Al 4 4' 4' 12'_8, _. _ — - BDRM.#3 90 atu 3 Q, �, 0 ti� ,9 ■ W/ ENCL "----J ti _ 3-SH 1 1 S I I BATH #2 II `��q 8'-8'CLCi z I I B 0� N F- �1I Al AV. + OND LAUN.IR-ISH--- O 8'-8' CLG. ATTL.SACIC 1�eLJ v BOLLARD AS REQ. 0 All G II WC. 11 PER BLDG. CODE BFOYER— v -- c0 rll C.I I iR-iSH ------ V. e GARAGE 3068 W/ 3'-8" 2'-4" 6'-8 — 36'X12' TRANS. 1- HB BDRM.#2 8'-8' CLG. T" 3 -10" ENTRY �o 8'-8' CLG. 16'-0'X 1'-0"O.H.D• r (2) 3052-SH 2 EGRESS 4'-4" -0" 2'-6" II'-0" EXTERIOR MASONRY WALL BRCS. HEIGHTS S'-8' BRCS. FLOOR 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 -GORE 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 SUCKING 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 OPENING OVERHANG SEPARATION U-VALUE SHGC I I I w-9•. 0'-10" 32 25 2 1'-0- 35 _ 29 3 1'-0' V-9' 35 _ 29 4 w-0' 0'-S. 35 l'-4' b3 —29 0'-9' 35 _32 29 I'-0' 01- 11 35 29 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 16-12 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2235 SQ. FT. A/C VOLUME 14381.E CU. FT. COWP%W MD CLADDHO WW LOADS BASIC WW EIP0 M FOR 3 MOM GUSTS OPEWM MD TYPE 80UARE FOOTAM ZORE 100 WPH WW RA RBrfA U MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 160,10 O.H.D. 112 5 28.2/-31B 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. COMAOL DATE OW21 Reviewed for Code Compliance Universal Engineering Sciences 1' Reviewed for Code Compliance .- - I Engineering DBL. TOP PLATE rY1 Fj A BAR -DETAIL ARCH DTL. B SCALE: 1/2 = 1'-0' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. as LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRATE 02/24/21 SCALE: 1/4"=1'-0" SHEET Al BLDG. HGT.I$ FYPON LV12X24 EQ. OR EQUIVALENT 6' RAISED — BAND (TYP.) 8'-8" BRCa. HGT.. OPT. COACH L IGsHT 0'-0" FIN. FL 2 -4Z EO. 4 IIRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING: AS PER FBCR 703.4 1_ 6 8'-S" BRG. 14GT. 12 7�1v:a SHINGLE ROOF BRCS. HGT. 8'-8" 5RDG. HGT. 10-r Y 11 - 01I FYPON 1' _ 01 1 BKTIIXI7 OR J 48 QUIVALENT A 4' RA15ED BAND (TYR) _ b0'-0" FIN.'FLR. 0'-0" FIN. FLR.s Y —�_ OFF RIDGE VENT OFF RIDGE VENT 0'-8" BRG. HGT. II I 4B A I I tYP. _---_—_—_ - — - — - - t I _ '-0" FIN_ FLR. SEAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH -0 1-0" I_3 A TYP. II 0 -a" FIN. FLR. I I ----------- --------------- - — - — - — - — - ---------------- 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 114 = P-0" TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT V r 01-0" FIN. FLR. --------------------- --- ------ --- RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 8'-8" BRG. HGT -CII I4a A ITYP. 01_0" FJN. FI-R Reviewed for Code Compliance Universal Engineering / 2' P-0 ' Sciences - I LOUVER DETAIL A SCALE: 1/2 = i'-0' MODEL 1672-ARIA AREA OF A171C = 2318 SQ. FT. NETFREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318 300' = 7.73 SQ. FT. 7.73 = 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN AX 1112.64 UPPER PORTION OF ATTIC = 445.056 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA - 138 SQ. IN. PERVENT (net free area) TOTAL It OFVENTS REQUIRED _ 3.23 TOTAL#OFVENTSPROVIDED _- 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT Inez free area) LINEAR FEET 'OF50FFITREQUIREG 63.58 Ce c0�i?T'I`"r�"'Sn'!r ..`T" u..' CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: ELEVATION "ACDGHLM" I� !9 160 MPH EXP. Cl,' ARCHITECT: w, %TATE OF FLORA �k,. I its '. FEB 2 6 2021 . A,1R NO 1 ` 5 PRINT DATE: 02 24 21 I SCAT :1/4"'=1'-0` SHEET ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET IA OF OUTLET WIRER TO SWITCH GrI 110V OUTLET EQWPED WKaR4P INTERUPTER (TAMM PERR RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND PAULT GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER !b4 SWITCH 4-WAY OPER i._.%1 WALL MOUNTED I� LIGHT CEILING LIGHT QL LED CLG LIGHT O vim VAPOR PROOF: PROOF LIGHT O VP VAPOR PROOF - LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER SQ. FT. VENT. FAN W/LIGHT 1 CFM PER SQ. PT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) ® 4 FLUORESES CENT LIGHT 2-BULB WRAP ARC (SURFACE MINT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL METER A OSMOKE SD. DETECTOR w/ HARDWIRE WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ $/GO CARBON MONOXIDE SMOKE DETECTOR HBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS (✓ OUTLET TELEPHONE JACK WPh WATER HEATER IGNITION SOURCE BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UX.O. �/ DISCONNECT SSE 8 � ON TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR CTICN CEILING BOX REQUIRED 70 BE SUPPORTED IN CEILING PAN/LIGI-IT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT o LIGHT STRIP nnnnnnnn 0 48'INGANDESCENI LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON POR CHIMES USM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS ! FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) a NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M5013 FBCR'ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F3CR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020.1 EDITION R404.1 METER FIELD VERIP LOC. �I COACH LIGHT ----_- ELECTRICAL PLAN SCALE: 1/4' = I'-0' •.;.�C.� 'i;�.aC.^.,,cF Y?�lx\,`r3`. i.��!'c\\'uR\Y;i� ,5 ��: F:C )\i\`.� i•> :.. q (( `P{ AWL :- A .y. p���ee �g .'M �T .-.0 Y._• --\Q> Wi.T `i U m �a^.i KkN: ."'-'o M.r �.:. T'-r�C'•,c r`k ^ t ti CR, a- �*' A_ `"re \N' e Yti o:a<<:: �\��. i•.�.,.. .4`•, a.. ��?�o. Yl`o�C :N i'.:s..o'aAa ;.:..1`,csc.� 3��avC13 �. :. &" off, 141 , 0.4 ;Gb �Zr .:Ati FOB.a A. ,.Il •?: �. ..aA ..a ..:So. .,*r.•d, ,: .z. 3.\,.;, 0,V lA Sum ww 3�o'e mnmnTa.o `, till L I � I I � i I I m I I i I � 1 �° I I LED LIGHTING DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE P5CR ITH EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL. CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARx ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE: 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 *4/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG-) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 w4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 7TH EP-LI-IoN(2020). 5/5" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHUECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 02/24/21 ' SCALE: 1/4"=1'-0"' SHEET El <ITC -IEN SIN< W/ AUTO VENT 91 Reviewed for Code Compliance Universal Engineering Sciences CLEFT ALTERNATE) PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 = P-0' 15 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SVfMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. Cl ARCHM=CT STATE OF FLORIDA `-. FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 24 21 DATE: / / SCALE: 1 /4"=1' - 0" SHEET r3PROJECT# 8e LOT: SIDE E 2 #121 1 121R1 4EAB ro "1672—ARIA"� (GARAGE SWING: LEFT ' 7)AGE: ¢. MECHANICAL k PLAN w Lt0 MPH EXP. C PRINT 2124 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET I PER FLR PLAN 1/2' CLG- 5 1/2' DRYWALL SECURE 5T. — PLATE TO SLA5 W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 TOP PLATE PRE-FA5 TRUSS 2X4 WOOD STUDS 024' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNCH PLUM51NG FIXTURES AND WALL CA51NETS SMALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL ( NON- BRG. SCALE: 3/4' =1' -0' FI5ERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8' GYPSUM 5( PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. 50ARD 3 5/8" OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/ 1/2' DRYWALL METAL STUDS 24' O.G. 2 20 GA METAL TO 5E INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8' LOWER CA5INET5 50TTOM AND TU5/5HOWER 25 CHANNEL GA. METAL TO 5E (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO 5E SPACED IV FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ 5ATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD 5A5E5OARD--, PRE-ENG TRUSS \_ SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE 0„ PER ELEVATION 2x FASCIA PER tYp- ELEVATIONS 0-�- R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL ix2 P.T. FURRING - STRIPS g 24' O.G. 8' CMU ' 1/2' GYP. WL. 5D.- WOOD SASE 0'-0" FIN. FLR. e, a dtl e a .. a .� .. a �• d n W/ WINDOW OPENING Ei SCALE: 3/4' = I' -0' 1-STORY `FINISH FLOOR TYP. INT. WALL METAL STUDS rA'� (NON-BRG.) SCALE: 1/2'=1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI- SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 50ND 5EAM SOL ID GROU1 W/ (0- "'S (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-011 0'-0' FIN. FLR a a e d a B TYP. WALL SECTION NO —OPENING N07E: PER SECTION F5CR c305.1.1 - FOR 'znn;= Al nFs1='; 9.19 Tn 11=.CA TWAN SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED 5UT MUST 5E PER ASTM D226 TYPE II, ASTM D 45rbe TYPE IV, OR ASTM D 6-15-1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GA5LE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATy� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. - C40FNER BEAD THICK, 2 COAT PORTLAND s' CMSEE ASTERCEMENT PLLASTER APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2x6 P.T. Il1D ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa __�ALLK A10 SEAL SEALANT ! _ BACKER ROD WEATHER STRIP �QM LINE MOULDING ALL NOT CUT I k PVC SLEEvE FOR GA8 LINE AROUND (BY - BOND /—B' GALV. STEEL DOOR MA W-) TRACK BRACKETS 4 i I12' GYF. WL W. FASTENED TO BARS WOOD BASE -�' WOOD JAMB PER GALY. STEEL PRODUCT OVERHEAD POOR APPROVAL REO. VERTICAL TRACK I' MRL BY OTHERS - -a' BY MAUF. FASTENED TO SLIDE . A' -. : TRACK BRACKETS ROOM W/ PRODUCT • <'. �" APPROVAL REO. 4' 2B GAS LINE THRU BLOCK Q1 — SCALE: I/T.F-m• �--2X4 SPF 24' O.C. MAX.—­� SECURE W/ (2) 12d NAILS ffi EA. END 2x 5LOCKING 5ETWEEN TRUSSES --PER STRUCTURAL DETAILS- ---STIFF5AG< AT ALL PER SUPRIGHTS STRUCTURAL DETAILS 9 _ Ax. --PRE -ENG WD. TRUSS �.N PER ELEVATION 7 CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM 50ARD OR 1/2' HIGH STRENGTH CLG. 50ARD 8' CMU ' a A _ e . a d' a. a A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. 5D. WOOD BASE a 3 GARAGE DOOR JAMBS D1 SCALE: 11/211=1'-0" F15ERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. : PRE-ENG. GA5LE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS �R TYP. WALL SECTION L NO OPENINCs 1--STORY GABLE BLOCK WALL 3/4' =1' -0' Reviewed for Code Compliance Universal Engineering Sciences 0'-0' FIN. FLR Note: WALL FENESTRATION FLASHING PER F5CR -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 a$ flashing shall comply with AAMA'111. All exterior fenestration products shall be sealed at the juncture With the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C,1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. Tile flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. I& LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT ... PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHfTECT. STATE OF FLORIDA v -,FHB 2 6 2921 MICHAEL. C. ANDERSON AR NO 17305 PRINT ]DATE: // 02 24 21 SCALE: 1/4r'=1'-0" SHEET DI TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2, X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 0 0 0 �"-SECURE 2x4 ON—" FLAT TO BLK �O W/ MASONRY 9 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/0' WASHER 4 NUT. (1) WITHIN S' OF TOP, (I) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 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 18' O.C. MAX SPACING U NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4', OR +5/4" H WINDOW TO BLOCK +3/4" OR +5/4"_ 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W 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) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. S' CMU I/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1 2" 2X4: IZI 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH WITHIN W OF EACH END 4 18' O.G. MAX END 4 10' O.G. MAX SPACING. SPACING. 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 4 IV O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® 2X8: SECURE TO BLOCK 1T. SECURE TO BLOCK W/(2) 3/16' TAPCONS '. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 7/16' OSB. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 10' O.G. MAX 4 18' OZ. MAX SPACING. DOOR JAMB OR WINDOW SPACING. 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" WINDOW TO BLOCK +1 15/16" 2X4: CM 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 IS' O.G. MAX SPACINGx 2X6: 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 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 10, 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 e' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SM-. 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CMM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCC LA S' CMU 1/2' DRYWALL LJ 1'X4' LJ P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" FNDOW TO RUCK +3„ 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' O.C. MAX SPACING. 2X6: CEM 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. 2X8: CEM 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" OZ. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER -1/16' O.S.B. X 4' MIN. r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" /„ W� lDOW TO BIOCK +3 7/16_ 2X4: CM SECURE TO BLOCK W/ I/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: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. ---- NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L JN I 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1' P.T. X 4' MIN. �4 r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" B WINDROW TO BLOCK +3 3/4" Reviewed for Code Compliance Universal Engineering Sciences M-IX CMU DRYWALL FURRING DRIP 2XIO TO DOOR 15-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS Q.V�KTA 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL78DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 DdODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT B262021 MICHAEL C. ANDERMN AR NO 17305 rnir i DATE: 02 24 21 SCALE: 1 /4"—V-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS BE WIRED TIED TO LATH a 9' O.C. MAX (VERT-). NOTE_ DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' OG, MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 92, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED a1' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/Ib' ZIP SHEATHING SYSTEM ANSTALLED PER \ d'To} LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO S 6' TO S• THROUGH CONTROL MIN. MII1 JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. W TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQWIRIED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • Pr. A OL FOLD INWARD • PT. A 7. CREASE • Pr. B Fo. OI. FOLD INWARP • O I. FOLD INWARD • PT. A PT. A 7. CREASE 0 PT. B s. GREASE • PT. B s. CREASE • Pr. C 3. CREASE � PT. C 4. FOLD Pr. G OVER Pr. B TILL PT. C TOUCHES .-. EIOTTOM FL.ANGE ® ®FOLD all. SHINGLE ROOFING—� DRIP EDGE: OVERLAP FLANGE L WATER TIGHT SEAL. FOLD, QQ N2T CUT. i' THICK, 3 COAT CEMENT PLASTER MRAMIE), IR' 1 COAT CEMENT PLASTER (CM) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLT) WIC LAYER 01, STUCCO WRAP mum ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPBOX. I x' ABOVE SHINGLES O-RAd9E ONLY) /�--14 KICK -OUT FLASHING (SEE FASCIA WRAP � � I NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' s VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I' MIL LAP • METAL LATH kC-�--X X X�� I X XIFX 6" MIN PAPER LAP BE -OW ONLT / WRB LAYER r1, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2'.I'-0' ® KIC KO UT DETAIL WATER TIGHT SEAL IBEND OR eol-mm D Nat CUT ) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP I I' MIN -ATH LAP, �' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS NOTE• SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-N. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (225-MM). AS PER ASTM G1063. NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 01, FORTIRBER BUILDING PAPER WRB LAYER MI, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER m*NiJF, sPECSJ )i' LAP v LATH 3' LAP • PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WPM LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL ! STICK 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER OR CMU -WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK,.3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALLROOF/WA�L SG��D z _ 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT L� WALL SHEATHING) ' GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4> WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FL SA HIND TO EXTEND ON[Q PIPE 1' OR LESS PIPE PENETRATIONr CUTAND OVERLAP ONE SIDE OF - SELF -ADHERING MEMBRANE FLASHING STEP "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE.. IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 fi b'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER "I, — STUCCO WRAP WRB LAYER '2, FORTIFIBER BUILDING PAPER METAL LATH —65(6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE -4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TOTO EXTEND PIPPIN � V CONT. BEAD OF SEALANT -INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING -ELASTOMERIC COATING OVER STUCCO/ C.V- FINISH (SEE TYP WALL SECTION) NETRATION 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. TAIL (FRA1 IE ) Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE (LURB LAYER 1*11 STUCCO UJR)4P) UJRB LAYER 1*2 (FORTIFIBER—'—.—'—'— — BUILDING P)41=ER) 1'*IET)4L LATH x x x x STUCCO Ie. v... WOOD OR -1/1ro" ZIP WALL SHEATHING SELF-)4DHESIUE FLASHING — — — — — — NOTE: 1*'IETAL LAT�H: LATH TO BE PER SECTION R-IP�3.-I.l / ,4ST1"I C-84l-14a/ 1„IIN. 2.5 LBS. PER SO. Y)4RD (UTILITY OR NQl I IN)4L LATH DOES NOT i"IEET SPECIFICATION&) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV ee LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL• 4EAB "1672-ARIA" GARAGE S WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT r.STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 02 24 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD WRB LAYER "I, STUCCO WRAP RYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST, SEQUENCE OF FLASHING TO I. 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 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. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING LEGEND F'RA DRAINAGE PLANE (UJRB LAVER #1, STUCCO WRAP) WRB LAYER #2 (FORTH-15ER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO .. WOOD OR -1/16 ° ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING - — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEp VERIFY LO P115VdN1 L.UnM BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6 SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP d SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES VENT ( BLOC NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.t.S. 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 ""'ate At 0-t'' " ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES u. LO 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 U1R5 LAYER 1"1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 6P> MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS T rz F1 ST F #3 WOOD CONSTRUCTION 8' CMU 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR8 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 1/8' TEXTURED ��FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER is "I' O.G. MAX V TO it' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY 76 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 *1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T � 2 Reviewed for Code Compliance Universal Engineering 91 Sciences WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER eT F #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TF #0 C�� ELECTRICAL RECEPTACLE C� 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 rasaar i DATE: 022421 / / SCALE: i/4"=1'-0" SHEET A 2 LEGS D =1 Akl� /11 ICI= Reviewed for Code Compliance Universal. Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 fY y` h a i 6 a. CYO %I k Pi � ry kh\ 0 1� 1" StMDIV. Be LOT: CREEKSIDE PHASE 2 LOT #121 ft PROJECT# 04321.201 121R1 MODEL 4EAB "1672-ARIA" GARAGE SWING', LEFT PAGE: % WALL % ASSEMBLY DETAILS 160 MPH EXP. Cam, ARCHITECT y STATE OF FLORIDA FEB 2 6.2021 MICHAEL C. ANDERSON AR NO T7305 r'"`r' A 2124 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LATER #2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/1(0" ZIP WALL SHEATHING ELF -ADHESIVE FLASHING WOOD CONSTRUCTION �< BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 i WEATHER RESISTIVE BARRIER 02 gg(�I X "I Y; LAP SIDING LLJ%6' REVEAL , / / \ 6' SELF -ADHERING / FLASHING b' SELF -ADHERING FLASHING d ( I WEATHER RESISTIVE \ BARRIER 01 STARTER STRIP WEATHER RE515TIVE \ \ BARRIER 62 DO NOT CULKOR I \ / SELF -ADHERING f _ j ASNG GALV'D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR 1 Aa' X W SIMULATED ` SEAL OPENING WOOD TRIM MEMBER _ STUCCO CASING .e . /*'STUr_Q_O Re viewed for Code BEAD b' SIMULATEDTRIM Compliance universal MEMBER s SEAL GAPW/CAULKING OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO 0 BLOCK TO FRAME �� TRANSITION 1J WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 .� 1 WEATHER RESISTIVE 62 BARRIER REy%LAP 51DING AL OR � / \ W SELF -ADHERING BOARD t BATTEN / / L FLASHING 6' SELF -ADHERING 6 I i WEATHER RE5ISTIVE FLASHING \ BARRIER rN STARTER 6tRIP \ ' WEATHER RESISTIVE \ \ BARRIER 02 I \\ DO NOT CAULK OR P/ W SELF -ADHERING SEAL OPENING / FLASHING GALV'D METAL GALV'D METAL 'Z' FLASHING Z' FLASHING DO NOT CAULK OR HARDIE TRIM PER 1 SEAL OPENING ELEVATION STUCCO CAS ING 5A / \ WARDIE TRIM PER I ELEVATION a ; SEAL GAP W/CAULKING �\ V / OR APPROVED SEALANT STUCCO CASING SIDING TO STUCCO C) BLOCK TO FRAME TRANSITION n24 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA E B 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rscaan i 2124 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET 2xro SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH s CMU METAL FA I� I� I� I \ 2XFi SUS 1 METAL FASCIA 1 WRAP Ys" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X�o SUB BAND ONLY N. � ELEVATION 1 ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) �\ ` \ DRIP EDGE, 1" OFF WALL 7224//""VNOT INTO STUCCO) OEM -1/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH a CMU 1 2xro SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING DR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/12d NAILS K/"-8" O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL @ WALL ----------W../K IC K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2Hx4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER Reviewed for Code Compliance Universal Engineering Sciences DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH -0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA EB262021 MICHAEL C. ANDERSON AR NO 17305 r. AAIII a DATE: 02 24 21 SCALE: 1/4"=l'- 0" SHEET WAb 0" oilll■■■■IIOI I� IN w C? 1 CIO v bo 1 19'-0" 4" PVC CHASE T N. 4" CONCj CNI, SLAB 5 0'-0" ' �, TOP OF b 2'4" 1.1 17,_8" SLAB 3'_6" ICo X IN L� w r2 v FMC-12X18 4 2'-8" I 38'-8" 26-8" 12'-0" 9�-6" 10' EXTEND SLAB 1 1/2" • - - FM 12X18— -{ FM-12X12 C 1 00 4" CONC. 1.1 I SLAB o� x� o L 1/2 _ aD�OLu*3 ifl 2 �O w16 _4X24 64" 3,-2" 4F- o 0 Ill FM-12X18 C 1 1.1 CL01011 TOP OF _ 1" PVC CHASE SLAB I q FOR ELEC. ISLAND ao - N I I II I�I wI El II j 191-0.1 ' EXTEND SLAB 1 1/2" — TE-1 _ *5 1/2" 2'-8" 1 1.1 z U O a ib � m OP N w IF 1 O EXTEND 1.1 n SLAB 1 1/2" FM-12X18 Ell� N IW 4'' CONC UI 6" 5"'IN �p w SLAB 3�_5 �0 a 3 1/2" 2' I L�——_ J FMC-12X18 7 1/2" 1.1 0? 1 4 FM-12X18 _ 1'1 FM-12X18— _ J 0 FhF7 2X72 —11 0 16'-0" T-13" 4'-4" 2'-0" 2'-6" 8'-6" 11 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8, SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l'I.GINDICATES #5 BAR, EIINDICATES #6 BAR OINDICATES #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 REINFORCINGBARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS.' 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'rn = 2,000 PSI, TYPE "M CR"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 X-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 112" : 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LEqGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12x18 12" CONTINUOUS 181, (2) #5's (+)0-0" FMC-12x18 12" CONTINUOUS 18" (2) #5 s #5 1N CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (_)p FM-12xl2 12" CONTINUOUS 12" (2) #5's (-)0'.4" TE-1 8" SEE PLAN 8" (1) #5's p p Reviewed for Code Compliance Eg Universal Engineering Sciences SECURE STRAP T❑ AI, SIMPS❑N WB CONC. W/ UNIT ROLL STRAP OR EQUAL QUAL @ EACH TAP —CONS J= CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bx1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL r � I A r zj F .\tc.\J 3 x\ SUBDIV. & I/OvyMn CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING:LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C w ARCHfTECT STATE OF FLORIDA 'FEB 2 6 2021 MICHAEI C! AW�I•PN! AR, N�` ',,17 05 r PRINT 2124 DATE: 02 I SCALE: 1/4"=V-0! SKEET s t Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS Q m W v J can Z 8" CMU WALL O (D 0 M a e e' e 14. Ir SEE SLAB SCHEDULE EXT. PORCH SLAB pLA' 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION' .< 6" CHAMFER (2-STORY) JOINT (WHERE ♦ • APPLICABLE)z .SEE SCHEDULE ' FOR WxD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18.1 #4 24" #5 30" #6 36" #7 42" XTERIOR MONO -FOOTING BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM PLATE TO BE PT. PROVIDE DBL. TOP PLAT SCALE: 3/4"=1'-0" M STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ SPACING REQUIREMENTS QLu W m U w v a 0p 8" CMU WALL 0-04 T: o = TOP OF SLAB rill, VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ` 6" CHAMFER (2-STORY) JOINT (WHERE •i ' SEE SCHEDULE APPLICABLE) z_ FOR WXD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" w I 2" CAPPED ] cq NEW REINF. BAR GALVANIZED PIPE O a SECURED W/ 2- PART W/FLANGE@ BASE d _j I EPDXY. MIN. EMBED J Q 8" UNO q Q 0 FOLLOW ALL MANF. C? 7 7 SPECIFICATIONS FOR a I USE AND SECURE FLANGE TO H 0 PREPARATION OF 4 SLAB W1(4) 1/4" X2 1/4" O 4 HOLE. w TAPCONS J S 4" CHAMFER (I -STORY) e 6" CHAMFER (2-STORY) SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC G RE B PLATE TO LA d MASONRY NAIL TAGGERED. ONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE \ _ D BAR QUANTITY �(9 1 n INT IOR FOUNDATION OD WALL j SCALE: 3/4"=1'-0" (NO L I FT) a ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a 0 0 CWj -It J �y co p S" CMU W oZ EM - +- 0.-0" a e. TOP OF SLAB �+ .-—� e " SEE SLAB SCHEDULE Z _ "ISOLATED COLUMN PAD CI '• CENTERED UNDER WALL AND co POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE Nk FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO OOTING AND GOL. P 30" MIN. EACH WAY MONOLITHIC FOOTING vl7 R °v 6 ° V. R v v r ° 11 FM CORNER BARS SAME SIZE AS LARGER BAR '$ . ° IN FOUNDATION WITH 30" LEG EACH I WAY AT ALL CHANGES IN DIRECTIONS a SO THAT THE STEEL REINF. IS CONTINUOUS yl MATCH AMOUNT OF CONTINUOUS BARS v CONTINUOUS STEELMONOLIIHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING AP TOP PLATE A MIN. OF 48" —tom LAP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. - VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD 2x4 OR 2x6 D BEARING - PROVIDE BLO NG 2x4 OR 2x6 WOOD BEARING - WALL'W/ SYP WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SPACING. SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" BTM PLATE TO BE PT. TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE PLATE XY 5-1/2" EMBED, MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w_ x 3" cr SEE SLAB SCHEDULE Q )F SLAB e e TO O S SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. AB SEE SLAB SCHEDULE - • .. o.'\ .. 4 a .a a e e ..a 4 . e • e e •e S., • ,.49 e EQ. EQ. -SEE SCH ULE EQ. EQ. EE SCHEDULE FOR WxD, BA IZE FOR WXD, BAR SIZE AND BAR QUANT AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WA $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (W/ UPLIFT) SCALE: 3/4"=V-0" FOR ,NRY ISET EV: POURED LINTEL CONT (TYP.) ;•r 8" CMU FILLED CELL (TYP.) o; u 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO 11 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abd esigngroup.cor, AA #: 0003325 4 � ��I R II f�9 pI PN 1 I I n �a 4 r+ kF� t MOM CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 f MODEL: 4EAB r "1672-ARIA" GARAGE SWING: LEFT r� 71.4k E5' �i: .... r.1 v �r ( I DETAILS j 60 MPH EXP. ARCHITECT. ; STATE OF FLORIDA �a FEB 2 9 2021 MICHAEL C. ANDERSON All NO 17305 c l T��axr ipli, T fit { DATE: 02/2,4/21 all SCALE: 1/4"=1'-0" SHEET iw r �1°1A L DOWEL PLAN SCALE: 1/4" = T-O" 81-101 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 � i { 1 11 I Q I 6 I I SLTBDIV. 8e LOB`- CREEKSIDE ` PHASE 2 LOT #121 is PROJECT# 04321.201 121R1 MODEL: 4EAB "1672—ARIA" GARAGE SITING: LEFT PAGE: DOWEL PLAN ' 160 MPH EXP. C' ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON 4 AR NO 17305 PRMT a DATE: 02/24/21 SCALE: 1 /4"=1' — 0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR Wit 10" HOOK GROUTED BOND BEAM Z� • 'a. .q� . q d 4 .a ' e a J Q ES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 00 m •I O 1 0 0` 0"!FIN. FLR. ' a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK a ° z O co U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=l'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m Lu ° U_ 0 J I - Z 8" CMU WALL O m p +- 0'_0" _ TOP OF SLAB ° a ". , a a 'qvt.pl' TOP OF SLAB ° n . e SEE SLAB SCHEDULE Z q d 'O.. ° ' : a° EXT. PORCH SLAB d' a 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION ° 6' CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z ° MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING W a_ ° d , a q - a ' 9 ° q. e e q a ° 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (DIHRU FOOTING SCALE: 3/4"=1'-Y' BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" #5 BARS ul W m a CMU UNIT DIMENSIONS t ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE- 3/4"=1'-0" 93 Reviewed for Code Compliance Universal Engineering Sciences DETAILS 160 MPH EXP.C. ARCHF IECT STATE OF FLORIDA F:EB`2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/24/ 21 DATE: SCALE: 1/4"=1'-0" SHEET S1. 2 OEM — 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 FASTERSCHEDULE 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. f 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED " FASTENER, ZF 72 P8S36, .177" x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 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 REINFORCEMENT STIRRUPS MARK DESCRIPTION f'c SIZE REMARKS (psi) W'xH' BTM. TOP MID SIZE .SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID LIFT BEAM PLAN SCALE: 1/4" = T-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR', BEACH, FLORIDA 32 37 a PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 lktr �sw., " ZBDIV. 8e LO�'uz CREEKSIDE PHASE' 2 LOT #121 `4 PROJECTS 04321.201 121R1 MODEL: 4EAB a "1672—ARIA" f (GARAGE SVITING: LEFT PAGE: LIFT BEAM .. PLAN AND NOTES l R0 MPH EXP. � x' j' ARCHfhECT STATE OF FLOIRIDA I w `a FEB 2 6 1021- MICHAEL C. ANDERSON AR NO 17305 PRINTI; DATE: 02/24/21 SCALE: 1/4"=1'—O" SHEET #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SGALL: 3/4"=1'-U" DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN P 7p„ ti 6 0 -#5 MIN, REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS q AT CORNER STEP 3 SCALE: 3/4"_1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. m NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 t5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN HN'TE:L. (�G\ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGi� \� �OF� REINFORCING (L2) 4:EIGHT. I THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �\ \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �p O 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r J COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND BEAM W/ (1) #5 BAR •\O EACH COURSE \\JG 8x8 BOND BEAM — --- TOP OF r • Q�N W/ (1) #5 BAR `� BOND BEAM F F = FILLED W/ GROUT' O�\A� U = UNFILLED GROUT SOLID FROM TOP k__� y1\ NOMINAL LINTEL TO TOP OF BOND \ ; OF OPENING \IVJ WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE BEAM, IF FILLED LINTEL. SEE NOTES A\� 6' 1 TI1 M / B 8x8 PRE -CAST CONCRETE ----._._ — NOMINAL— ' LENGTH OF BAR = eQ WIDTMASONRY HEIGHT #OF#5'S,TOP OPENING BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - 1T11M/0B INDICATESA DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0" AND XFXX - 1T/0MI0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T11M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP J� LINTEL OF OPENING AND XUXX - 1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL LE REINF. BAR(S), STEEL.REINF. OF 'ROUTS BENEATH BOND. BEAM SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=V-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 ' TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2'-3/16TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 11/4")8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1147' MIN. 2-12d PER BLK. EA. END V/7/16" EMBEDMENT OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3!4"=1'-0" - for Code Reviewed n Comp0gIn1 eeUVA n 9 Ut'iverS8% En9 Science` 2194 HWY A1A, SUITE 301 W-DIAN HARBOUR BEACH, j FLORIDA 32937 PH; 321-802-3591 www.abdesigngroup.com AA #: 0003325 S } k �j Ii is ft I� ? � f �qg� Q lam\ .�., �I I a 1 � 9 I r! { §bk, ca (SUBI)m de ,LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEIz 4EAB "1672—ARIA" GARAGE SWING.; . LEFT PAGE: DETAILS I.i Y. 160 EXP. C AFiCH�TECT N STATE OF FLORIDA �H FEB 2 6 2021' MICHAEL C. ANDERSON AR NO T7305 DA' E: 02/24/21 SCALE: 1/4 =1'-0" SHEET S24I- "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSI_T_ SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8° PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPE IF SAFE LOAD POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 9/8-OB 16-1T/OB 1T/OB 1TroB 1T/OB 2-ttroB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8/16-1T &20-1T =44T &28-1T 8/32-1T 8/8-1B 16-1Tn6 1v1B 1Ti1B 8-1T/lB 2-1v1B 5r&2T �1,52T 2T - . 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 15M 352A 4394 5263 6132 7001 240 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4 -0" PRECAST 1065 700 2305 3125 3945 4785 5587 4 -0" PRECAST 514 763 4 -0" PRECAST 1353 3060 3815 4570 5325 6079 1961 0113 7192 6524 7627 8751 1363 3080 3815 4570 5325 6079 4'-0" PRECAST 819 633 1770 24M 3033 3666 4300 4'-0" PRECAST 398 591 1 4'-W PRECAST 1207 2582 3376 4043 4711 5379 1625 5743 7547 0752 8541 1 7565 _ 2707 3375 4043 4711 5379 5'�" PRECAST 937 1247 1999 25M 3123 36M 4249 5'�4" PRECAST 411 411 -_- 5'�' PRECAST -1016 law 2374 29" 3513 4084 1319 44M 7196 7342 5780 6259 1016 2276 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 _2838 1971 2443 2915 3387 1161 3693 5877 6036 am5776 929 2080 - 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 43s3 5061 6'-0" PRECAST 410 721 — -- 6'-0' PRECAST -- 835 1201 1578 1955 2332 2709 1139 3227 4599 MM 10000 8825 835 — 1868 -- 2329 2790 3251 3712 Tom" PRECAST 570 938 2498 2205 26M 3191 3865 T-6" PRECAST 303 534 —_— 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4884 7067 6472 — 727 -- 1624 2025 2426 2827 3228 9 -4" PRECAST 428 633 1593 2204 2481 2818 MI9'-4w PRECAST 192 384 — 9148 PRECAST 454 SW767 948 1129 1310 639 1674 2298 3081 4099 4899 - — 572 --- 1318 --- 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1787 19" 2163 2028 10'-0" PRECAST 151 301 - ^ 10'-6" PRECAST 360 468 612 765 899 1042 550 1407 1897 2781 3222 3784 — 504 -- 1180 1472 -- 1763 1710 1989 1 V-4w PRECAST 330 544 1312 1742 2252 28e8 3630 11,40 PRECAST 132 417 ---�— -- 11'-4" PRECAST - 430 408 530 —653 777 872 544 1312 1742 2252 2868 3552 - -- 466 — 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 _ 12'-0" PRECAST 366 476 587 698 783 507 1210 1590 2048 2586 3171 -33 440 940 1300 1560 1314 1478 IT-40 PRECAST 270 433 1045 1365 1732 2167 2535 1314" PRECAST 82 298 _ 1IT- " PRECAST 4 308 303 393 484 576 045 414 1046 1385 1732 2316 2605 — 396 — - 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 - 14'-0" PRECAST - 279 278 360 443 526 ON 390 978 1272 1606 1950 23gg 378 _ 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 628 746 865 ,� 1079 1429 1824 2277 2712 -246 663 960 1237 1474 1715 16-40 PRESTRESSED N.R. NR NR NR NR NR NR 16-4m PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR NR NR NR NR " 17.4 PRESTRESSED N.R. 183 _ " 17-4 PRESTRESSED 187 326 365 451 587 880 300 850 1121 1413 1739 2047 192 506 720 501 1135 1312 IV-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 4 19,40 PRESTRESSED 162 �- 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 am 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 lies 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 _ 22'-0" PRESTRESSED 137 226� 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 _ 24'-0" PRESTRESSED 12'4' _ 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S !MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance LMUniversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES t60 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON IIIlllm AR NO 122 J PRINT DATE: 02 24 21 SCALE: 1/4"=V-0" SHEET S2e 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO IIBE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(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 (411). 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; .17711 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC, IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED 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: ENDJACK RE APPLII GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2x4SCAB NAILED T0 DIAGONAL TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN.(4) tOd :CHORD BRACING NAILS FOR EACH CHORD CONNECTION' MILAR BOTTOM CHORD BRACING ® END FOR EACH GHUKU CONNECTION /,\ T)TSSTMTTLAR BOTTOM CHORD BRACING @ MID RUN CONNEC1pt5CHE0ULF CONTROL DATE III MRek USP SIMPSON MiTek USP.. SIMPSON OES OPOR GRAVITY DES I UPLIFT I GILAVIN 1FASIENER FASTENER X TA 1618 1625 META -16 1450. (B)60tl%1]/2"IPLY(...TRE E"'ABE04" 0110tl ]1/$ 1PLY(E)IR L EMBE04" 12)HTA 1618 343E (2)M6TA 16 19KI (l2)10tlx]]/d"LPIV,EMBfDP' (10) 301 x l 1/21PLYfMBFD4 ETA 16 18]0 XETA-16 181E (ID]F.RI DID -(8)ISl 2-PLY EMBED4" IS)10d X 11/21PLY (811EE2 PlY EMBED" ETA 20 10]II HETA20 18I0 (3EjlW all/T'(8)lfitl 2-PLY, EMBED4" (9)1W X11/2] LY(8) 1Ed bPLY, EMBED 4' (2)E110 243E (]I HMA20 2035 (12)IW xl U2"lALgEM0E04" 110110E%111$1PLY EMBED 4" 21. (lOj 1N12-PLV,fISE04" (1211112-PLY, NERI' LUGI LESS WL2 VMS BI%Y511/4"x3"W tl8 B i A hats HA I611. (TJ 1/4'.: x 2 OY' TREN,WCOD(16) 16A WGid 33B0 LGT3-IDRS 348E [OWC (413/8"%5 W Eg BOI1rAnNars(WWDI121 W525 (III SOS)/4'!3"TO GIRDER, Mj3/8"x5"FIFTH HDTOWALL U"TA-20 243E DETA12R 24M (16j ]Odxll/2,1 PLY ALTERNATE USEOF(21 ETA-20ACCEPTABLE (18)- LOT x 1112, 1 PLY ALTERNATE USE OF I2)EFTA-20ACCEPTABLE MUG115♦ 3945 MGT+ 3965 (])5/8-A: f. B. IN HIGH STRENGTH FPORY{MIN. 12" EMBE0T(22) 1W TO WOOD) (1)5/@"ATR.IN HIGH STRENGTH EPDXY IMIN. 12"FMBf D)(t21TW TO WDJD HUGT2n 9525 NGT-1+ 10690 IMPEARD(9) IN, MASONRY I2) 3/P'A.i.11 (2131AT.0 IN H IGH STRENGTH E PWIY IMIN. IV EMBED) 11611W TO WIPD HUGi3♦ 90W 1UT-3♦ 1069E W000(9) IOtl, MASONRY (2) 3/4"A.T.R (2)3/4"AT.R IN HIGH STRENGTH fPWtY(MIN.II"FMBEO),(16PW TO WOJD LPTA 1510 PARALLELTOW'ALL 'YO P ERPENDICUUN TO WALL LTA2 ]230 PARALLTO VIA PERPFN"Tuo' WALL WALL TO (1011W i11/]' (ROAM x 1-1/2' MUGTli 39AS' NOT 494E (1)58"ATR. IN HIGH STRENGTH EPDXY (MIN.12'EMBED),(4)1W TOPINI IRA FACEJU12) BOD BACK OFTRUSS (1)51VA.T.R IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (16) SO51/4X3. HUGT 95 ]5 (2)VGT 11.1 (2)5/8"AT.R. I N X GX STRENGTH EPDXY(MM. 12- EMBED), (8) PAN (2)5/8°A.T.R. IN X IGH STRENGTH EPDXY IN IN. 12". EMBED), LET) SOS 1/4"x3" MTW 12 965 MTI-12 .99E (1401W x11/2", (14)1P1 (16110tl %llf2' HTW 16 3315. H7Sl6 1310 (]W OR1M (16)FDA AY OXX HTW20 3355 HTS 20 131E (241W XI la i.)i. (24)10d 91 vX HTWM 1355 HT534 1310 (24p]W X11R"(]111IM 121)FDA X1112' LSTA 12.rFF 930 LSTA-12K 9$S to 1W UN)1W LSTA 1.. 1235 L5TA-18Y'F 12. (]0)1W (14110d MSTAU8.+ 131E MSTA-18w ]3I5 NO (1411W N15TA.NrM1 164E MITA-24» 164E (18D 1W (1811W MSTA-30M 1011 MSTA-30w 205E (241W (2211W MSTA3G» RE" MSTAIF- 2050 (201W (26)1W %STI236 2765 MSTIdb 38CU (36p IDtl X1 V2" FDA) ILI A I W'' %TSI240 5105 MITISB SO]0 NEREICES %1112' (40)FDA %11/2' L. IRR X6 ILI (10 Ed x l l/T', 116)SR HE) Rd TO PLATES, (B WiO5TUD5 SPT4 875 SELF 825 (6) HI TO SNDA 1611W TO PLATE IF)1Utl x 11/2"TOSfUDS MP39 5251NT@III A34 430 (4)8tlR11/2" TOBEAM,14)0tlx11/2"TORST. (4)Bdxll/2'TOBfAM,(4)Mxll/2-TOWf. XHCP$ fiW FCVL 59) (1Df lW xll/$"TO TRVS5, 1]O)1W %]Ijl"T[INATE (1211WXIT/' RT16A 101E HLM RRBU (9)lOdXll/2'TOTRV55,(811M%11/2'MPLATE (28110d%11a' MUG115&PHD4A 4175 NET &HDJ4- 4940 I]O) W53 WOOD REWSTOFOSTW/SGO THREADED ROD (28110I TO TRUSS SC 1]fil-Seit/4'x3"TO WOOD, PO)SDI 1/4x2]/P'W/iHREPDFD ROD, (2)NUI$EWASNFN2PLY FAUCETS &MMA 4175 VGTA HD]B 494E FRED ILI TO TRUSS,TU) W53 WOOD SCREWSTOPLATW/i/B"THREADEO ROD (16)-5051/4'%3-TO WOOD, (3)-3/4 STUD OOLTSW/THREADED ROD,I21 NUE5/WASHER/2PLY " PAN. 2533 6LL, AE1442 21SO r: 12F9 %Y MIN. T'EMBfD IN CHC 12 ]Etl TO WOOD (1) A.T.R. IN ). C ,1 1 158"AT. R.IN HIGH STRENGTH EPO%V MIN](MBE 0 mmrvc 121(WTOWOOD 1 1 / ( ) ( ) : PAV66 $455 1M1U05 ANU662 119E 10205 HIGH STRENTHSTRENGTH EPDXY. MI (]I S/8'Ai. R.INEIGNSTRENGTXEPWfY. (MIN.]"fMBfO)IHCDNG,(12)1lMTV WOOD EA' (1fSAVE AT.R.IN XIGXSTRENG(M EPDXY, (MIN ]fMBED)1N l4NC., 12)]WTOWOOII LTST)F. 1205 LT 119416 131V (1)3/4'A.T.AIN'HIGH STRENGTH EPoXY,(MIN.]'FM8ED)INWNC.,(e)IMTUW00D (1)3/4"ATR. IN HIGH STRENGTH EPDXY IMIN TEMBED) IN CONC,(R)SWTOWODD LIS$.B.+ 11N LTT203w ISSN (1]SIR' A.TR. I N HIGH STRENGTH EPDXY, OAK 7' EMBED)) N FISK,(IO)1W X 1UP TO WOOD III 1/2" AT.R. IN HIGH STRENGTH EPDXY, (MIN] EMBE D I IN COLD,(20) 1W TO WOOD ryji45 41W. 1R4 4455 (1)5/8" AT.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONC.,(18) 16d%21/2" (1)5/8"A.TR. IN HIGH STRENGTH EPDXY (MIN] EMBED,) IN CONIC, (SIR 16d X 21/1 HTT45 SODS H15 505E (1)5/8"AT.R. IN HIGH STRENGTH EPDXY(MIN. T' EMBED) INCONC,(26) 1W%2 Fir (115/K'AT.N IN HIGH STRENGTH EPDXY (MIN. 7 OPBEO)INC0NC126)16d%21/2" LEND", 14395 HHDOII.SDS LIT 1'SIR 1)VAT.R. IN HIGH STRENGTH DESCRY. TO EMBED) IN CONG, 124) WSt MUOUSCAEWS .T.R. (1)1"AIN HIGH STRENGTH EPU%Y(MIN 10 EMBED.) IN CONIC., M) 5D5Fx2A"W0005CREW5 PHDSA 6525 XDie 66as 1)5/e'A.B.INHIGXSTRENGTX EPDXY, IMIN TEMBED) IN CONCp4)W53 WOODSCREWS (1)7/e"A.B. IN HIGH STRENGTH EPDXY, (MIN]EMBED IINCONC.,(3) 3/AI BOLTSTOWOOD '.. TOM vel0 IN HIGH STRENGTH EPDXY (MIN. J" EMB 1P/0'A.B EMBED) IN CGlC(3)'?AV STUD SOLTSIGWOCRD . NFM3$%i2U 258 ]]30 MBXA 3.56/11.15 3415 5330NAA LTWMH&NOT LE 55IFRO3/4"DNOWMMSiPEOHEAO(1)3/4"AT BUT ILI Ell PNCOR OR EO W/MIN S"EMBEDINSAl1EDIN FAGEJIAULGAllOL11 R IN STRENGTH EPDXY, (MIN 6J.SUENT)INCl1.LLPOP,l)3/P'ATRINXIGFS'(EPCIF EPDXY ,MIN,6,755EMOtDMENT IVCMV FACE(1LSAToBEAM HO541211 3615 271011WHO 33251125%1 ELSO4I2 (W00D) 3435 1615 OODBI) 3220(II5%) lO l6tl TO HEADER, (lOL1fid TO WOJD I101111 TO NEADfR, 1]O)1W iOWUOD M 04101E (CMU) 195E 308E POC410 (CMU). 1BW 451A ]OLD USE3""W535CRF(NS.I1011MT0 W®OD USE (20)3/]6 "TAPPER.. NOI IW TOWWD I18 ]/4x2-3/4_TITEN(9 PER FLANGE) TOCMU I10110tl TO WOODS Hp21031F(CMU) 195E 30E0 4UC2162 (Cg 18. 45. (1&11/4 '.3"" WnscREWS(1011MT0 WOOD USP(20)3/16"' TAPPER 1101 10dTOWC0D (I8)1/4"x2-3/4' FIFES I9 PER FIAVGE)TOMU(1%1MTOAAOD. ED230 31F(CMUf 2]95 Sn15 XUC21W (CMU) )SCE 45CV (3BlI 114"x3""'N53SCREWEALL)IdTO WOOD USP(20)3/16 'TAPPER 110)1Ctl TDW0O0 (181/4:X-B/4"TITPNI9PERFLANGEITOCMU,pO)IWTOW D. ' LGUM262 2II5 60S UPLOP L50 143E SS95 (4)3/8'X4".Wedge B011r AnihOrS,WWD(4)W53WOODKREM (4)3/8x 41RfN HD ANCHORS(2 PER FLANGE)TO CMU 14)1/4%2 V250SKREWSTOWOOD v 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE - NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" = V-0" L[1 m .- b 00 O 0 co o W N O LL V J Z_ Z U m O Of 2 U Reviewed for Code Compliance. Universal Englneenno 2194 HWY A1A, SUITE 301 INDIAN HARBOUR''BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA * 0003325 d,. f � &I I� I f - i SXTSDIV. 8e LOT- 7) CREEKSIDE PHASE2 LOT #121 PROJECT# 04321.201 121R1 MODEL: a;tl 4EAB "1672-ARIA" `F GARAGE SWING: LEFT PAGE: I v FRAMING PLAN I F 160 MPH EXP. ARCHITECT .T OF FLOI a II I FA IT FEB262O21 : MICHEL C. NDESON AR NO 17305 nY E PRINT 02 c4 21 )„ DATE: SCALE: 1 /4"=1R - 01E SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Dd x 1 2' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH FLOOR ' SHEATHING SHEATHING (12) 16d x 1 z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS n• . W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO lx2, 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 = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) scALl=:3/4"=1'-°" NOTCH DEPTH 1/4*D HOLE EDGE >5/8" rHOLE DIAMETER 1r_< 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" OLE EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, 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) 10d x 1 Z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT : TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS " 4' x2 Z" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2, 2x WOOD FASCIA (2) 2' x 5" TITEN HD TO CMU AND (18) SDS y" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) Z' x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON, NAILS BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE 12" O/C 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 SGIRDER CONNECTORS) SCALE:3/4"=1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON -- HTSM20 W110 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1f4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS M 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE:3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @'EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30 1" TO 60 -0 (3) "X' BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL 1x4 DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1 x4 BTM. CHORD BRACING 6-0" O/C -- END WALL OR OTHER MAX., OR 2x4 BTM: CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP.' BTM. CHORD BRACING SCALE: 3/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. Reviewed tot Code Compliance Universal Engineering Sciences 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. Cl-,)ALTERNATEt7 MATERIALS MATERIALS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, 1 FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 _d' { n ,pg L f: I 4 rs%aar i DATE: 02 24 21 SCALE: 1/47=1'-011 91 SHEET j Sae 1 i PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX "4 i CONC.POURED LINTEL COURSE -PRE-ENG'D WOOD TRUSS (7YP) @24" U.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN �— CONT_ 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O C MAX. GABLE END BRACING W/ PRE-ENG SGALL: 3/4 ="1 -U Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA rm FEB262021 HAEL C. ANDERSON AR NO 17305 PRINT 02 24 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S3.119 (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-D" 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 STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE - "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR. STRAPPING INFO. 1x2. 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE /- - 2x6 OUTLOOKER @ 24" O.0 SECURED W/ SIMPSON H10A CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-U' SIDE VIEW VTCR SPACING (1) AT EA, AND R'-n,, n PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. EDReoewe,� r,, Cr,nipbance. Universal F ..p+ie.-.. Sciew:&f 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 81IJsDIV. & LOT: CREEKSIDE PHASE 2 LOT #121 PROJECT# 04321.201 121R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA / v FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02 24 21 SCALE: 1 /4"=1' - 0" SHEET S3eIC "A„ 'A" GENE NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4"WOOD: GABLE -END STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. ONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON-BEARINI ,F. ,..v SPA: S n x� p d i, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT'SHOWN 7s 'der' f 2N 3E' a ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD R a 3E 2N 3R 3R ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, "'kkk �- PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON Fs FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE T V I'..L�' O O 0 SHALL BE RA 0 17 O O 0 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORA 0 0 0 SHALL BE CONSTRUED TO APPLY TO ANY. SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHP �`, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED.: IN ACCORDANCE WITH ACI 347 LATEST Wl DOT BHA[ v C.t� O 0 EDITION"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS M v 0 0 ALL. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE 0 0 IS COMPLETE:. IT IS THE RESPONSIBILITY TO -DETERMINE ERECTION PROCED DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAI 2E 1 2R 2R O 2E TO. THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING. WITH THE.AFFE(NTED PART WATERPROOFING, FLASHING, SOUND ISOLATION,. FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE 50 O OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING "A ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP VI THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING D O O CONTRACTOR'SURES AND UNTREATED O SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING V DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING; SHEETING, 0 O 0 Q TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH SHALL BE ASTM ALL BONE A NGRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD T ® 11�ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESK zyv 000 0 THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION ANDSITE PREPARATION BE SUPPORTED WITH 2;' CHAIRS SPACED 3'-0"-0C, EACH WAY. STRESS-GRI 1 00 O 0 0 ® REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY, ® 0 0 0 07 Il DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 0 D O D O 0 'e- ® TO WORK PERFORMED AND SHALL NOTIFY THEARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING CONNECTOF ® 19 O OO OO 2R MEETING TH 2R ® GRADE 60 IN DEFORMED BARS FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 0 0111 DESIGN LOADS:' W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FAE CONTRACTOR SHALL SUBMIT REBAR SHOP. DRAWINGS. FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL. STANDARDS ® O O 2R 0 2R OO ® AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE. SUBJECT TO ENGINEER'S COMMENTAI S::N 000 0� 1 0 000 0 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. .WOOD TRUE O - C. 0 v 19, 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25". #6 BAR 36" is7 0 0 0 0 0 0 0 0 710 psf BTM CHORD -non-concurrent - #5 BAR - 30" #7 BAR 42" TRUSS MAN PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS ® 00 000 ® DEAD. LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTI a _1 _41 _ i t r ®r Ir Ir 'Ir _ITT W "TI-1r 16 psf TOP CHORD 20 psf TOP CHORD (7 psfw/ ASPHALT SHINGLES) (10 psf w/No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE 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 tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTC WALL TRUSSES/G ,.,, I A" BALCONY LIVE LOAD 60 psf *-=—� HIP ROOF STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLC ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS STAGGER SPLICES WHEREVER POSSIBLE. DETERMINA (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY Iq .LAYOUT, SP NET (GROSS) ASCE 7-16 = 53.00 PSF 63.00), ( _ ZONE 3 = 60.90.PSF (70.90) LIVE LOADS: UNINHABITABLE ATTIC. WITHOUT STORAGE. 10psf, UNINHABITABLE ATTIC WITH LIMITED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE: INSTALLATION OF EMBEDDED ITEMS AFFECT THI ZONE1 ZONE 2e _ 60.90 PSF (70:90}, ZONE 3e = 7D:40 PSF (80.40} STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf,.GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURA PROVIDE EI 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:. MDNRY. PLANSHON ZONE2r = 70.40PSF (80.40),. 40psf LICENSED F "A"= 4'-0" END ZONE DISTANCE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE BASIC WIND SPEED: 160 MPH SHOP DRAWING REVIEW "SPECIFICATION MASONRY STRUCTURES" (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRI( EXPOSURE CATEGORY: "C" SHOP DRAWINGS WILL REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUC RISK CATAGORY: 11 APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED PRESSURE COEFFICIENT: +/- 0.08. _ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS,ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS OF THE DEI THE SHALLNGS BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT: SHOP DSU SHOP DRAWINGS IN THE FORM MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000.PSI. BLOCK SHALL BE PLACED USING , RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF D t ALL TRUSS WALL/ FLOOR R ROOF Du►FHRAGM F/ ROOF DRAWIN SALL MI TTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ROWALL OF 3000 PSI AT28 DAYS,XI UNLESS ASTM C CALL AND SHALL PROVIDER MINIMUMCOMPRESSIVEPLAN. 24116 or 15/32" STRUCTURAL SHEATHING EXP 1 SHE6),FOREXP1( ) J SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT HE GROUTENGTH SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ' 32/16 ,FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN - COURSE AGGREGATE, AND SHALL BE PLACED.W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND CH E DI 11 E I-1 G U L FASTENER SCHEDULE FASTENER WRITING BY THE ARCHITECT: TO CONSOLIDATE GROUT EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN I V C rt Jl.i ,. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE NAILS 4" O C EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS 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 JOINTS OF GABLE END. TENSILE STIR. SHANK ASTM EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS. OTHERWISE NOTED. REMOVE MORI'AR PROTRUSIONS THAT EXTEND INTO SIZE HEAD LENGTH DIA. RING MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED iNACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - 8d RING SHANK, 2 3/8" 0.113 170,000 (16-20RINGSRSRS-01 F1667 SOIL FOR TERMITE PROTECTION. - SCREW SHANK PER INCH) FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. 8d. RING SHANK, F1667 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO: MEETTHE PNEUMATIC 2 3/8" 0.113 RSRS-01 CEO -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.Q. SCREW -NAILS CONTRACTOR'S 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: EXTERIOR SHEATHING OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT - CH. ENGINEER. BE MADE BY THE GEO TE T HE ERECTION O F STRUCTURAL STEEL COMPLY WITH T T MATERIAL FABRICATION AND E HE , • USE 1/2" CDX 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS CONCRETE. SPECIFICATIONS FOR THE DESIGN,. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE AST M S AT 6" O.C. AT NAILS BOTTOM PANEL AND 8d RING SHANK GUN L ROOF SHEATHING 9TH EDITION, BY THE AMERICAN NG SYSTEM : SUPPORTS OR 7/16" ZIP SHEATHING CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy =B6 ksi FOR ANGLES, PLATES, AND W-SHAPES: STRUCTURAL TUBING SHALL BE ASTM TYPE E.OR S. Fy INTERMEDIATE A500/A5OOM,. GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, INSTALLED PER MANUF. SPECS.) SEE DETAIL 2,500 PSI REGULAR WEIGHT FOR. FOOTINGS, AND 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL T FRRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL (7 Z. =q 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. BOLTS O CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ROOF SHEATHING ATTACFIBIIIENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD , m. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING,. MIXING, TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J BOLTS ARE To BE STEEL. ZONE 2e, 2n, 2r: Ed NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD .ETC.. CONCRETE TICKETS SHALL BE WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED WHEN 8 NAILS. 4" O.C.N EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r' d @ WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON BUILDING LENGTH iz THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THECONCRETE SHALL NOT BE PLACED. IT SHALL - BE THE RESPONSIBILITY OF THE 7ES71NG LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE" - - AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR; CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-1/2" FOR #5 AND SMALLER 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C. FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3W FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES U) aCn ZLu ( D w Y� 2 U = b Z_ V ro LU W U LU rn t Y L U b a TYP. EXT. SHEATHING ATTACHMENT TYP. EXT. C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING FOR C * #8 2" DECK SOREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTyREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A R C H IT E C T S eDesign oup« April 21, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772)462-2172 RE: Permit # D.R. Horton Homes Creekside Lot 121 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1, This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and the correct reference for wind pressures is ASCE 7-16 reference. Should you have any questions, please feel free to contact me. Sincerely, Reviewed for Code figu niv compliance �. _ _ ersal Engineering 12t Scsencea ,XUchael C. Andersoxi,, F1 Architect #ARP305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com i Reviewed for Code 91 Compliance .Universal Engineering Sciences FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL.. GARAGE DOOR BUCK MASONRY a" OIC 1 12"EMBED., 4" ENDd DIST, MASONRY I CONC. NAIL 1 1/2' LONG. 8 01C TO MASONRY/CONC. 4DIATAPCON NFASTENER 1 12' EDGE DIST. SGD, AL. EXT DOORS CASEHARDENED COIL O/CWINDOW/DOOR/ "w/� FASTENED GARAGE DOOR BUCK. 3PANSION BOLT16" O/C (J/6" DIA) 4"EMBED, 4" END DIST, ix SEE NOTE6 NAIL11D LONG STAGGERED GERED INTO MASONRYICONC. TO MASONRY/GONG. 24" O/C (1)2" DIA) 3" EDGE DIST _ - p SPACING CONTAIN THIS ENGINEER FOR SPACING WINDOW BUCK IN CASE HARDENED COIL "I 01C WINDOWIDOOR/FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 11/2 LONG, STAGGERED. INTO MASONRYICONC. MASONRY ICONC. REQUIREMENTS EXi. SWING DOOR. (2) 3716 DIA TEND NON -BEARING WOOD 1/2"EXPANSION 24" OIC 4" EMBED: 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FAST LIFE 1E" O/C DIST, 1 1/2" EDGE DIST WALL TO CONC. SLAB WI WASHER BOLT DIST.. 3" EDGE DIST. 2x PT WINDOW BUCK 0,138°PAF x 21/&' ell O/C 4"END. DIST, 112" PT TO STEEL COL., SEE. W/ WASHER STAGGERS EDGE DIST NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND:EX IEHIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW. FRAME EXCEPT. FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND. 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF. TO THE SUBSTRATE. .r ai " SU33DIV 8c r a CREEKSI11 E PHASE 2 LOT #121 r PROJECT# 04321.201 121R1 r, MODEL 4EAB "16"72-ARIA" GARAGE SWING: 1 rg) LEFT f PAGE: i i DETAILS ) I 1"k / MPH EXP. C mmmm �.ARCHJ STA7rE OF FLORIDA ,---'FEB 2 6 2021 MICHAEL C. ANDERSON ! L AR NO 17305 PRINT DATE: 02/ 24/ 21 SCALE: 1 /4"=1' —0" SHEET