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STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY 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. DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE, RESIDENTIAL 7TH EDITION (2020) ABV. A/C ABOVE AIR CONDITIONING LAV. LUM. LAVATORY LUMINOUS .ALL LOCAL AND STATE CODES ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM -OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD M.T. METAL THRESHOLD - CONSTRUCTION TYPE — VB CL CENTER LINE MID. MOUNTED - MIN. INTERIOR FINISH — CLASS B CAB, CABINET MTL. METAL CLG. CEILING N.T.S.S . NOT TO SCALE ➢ASIC WIND SPEED — 17a1t,=160 MPH CUR. CLEAR O.C. ON CENTER Vasd=124 MPH CONC. CONCRETE PL PROPERTY LINE -EXPOSURE — C CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE -1-STORY RESIDENCE - D. DRYER PI.T. PLATE -2-STORY RESIDENCE - MAX:. HEIGHT AS PER LOCAL DBL. DOUBLE PLYWD. PLYWOOD AND STATE CODES D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DR. D.S. DEEP DOOR DOWNSPOUT R.A.G. REF. RM. .RETURN AIR GRILL REFRIGERATOR ROOM SQS/ry•Zllgl• CAI1C.'S .FT. J CALCS DTL. DETATI, R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR LIVING IV& SQ. FT. ELEV. ELEVATION S.H. SINGLE HUNG EQ, EQUAL SITE SHEET GARAGE 430 SQ. FT. EXH. EXHAUST SHTHG. SHEATHING ENTRY I(o SQ. FT. EXT. EXTERIOR SHWR. SHOWER LANAI S(Il SQ. FT. FIXED GLASS SIM. SIMILAR. E.G. F.G. FUEL GAS SL. SLIDING TOTAL 2442 $Q, FT. FIN. FINISH SL, GL. SLIDING GLASS FIR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL A/C VOLUME No477.Go CU. FT. 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.Y. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER HOT. ORI-IT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON ]REVISIONS DATE DESCRIPTION 01/26/I8 CD'S ISSUED 01/15/18 2011 FI3C UPDATE 01116/18 CD'S RE -ISSUED 02/21/15 SIDING ELEVATIONS ADDED 03/26/18 CD'S RE -ISSUED 04/19/18 FOOTINGS REVISION PER M. BOWES 061211I8 CD'S RE -ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 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 BAT50N (MELB.) 04/24/19 REVISED HVAC VOLUMES ON $OFT CALC SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORE) 06/21/19 ADDED LED LIGHTS 6 KITCHEN 4 BATH PER MARK 50WES 01/19/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF _ 10/25/19 ADDED OPT, 8'-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS _ 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 OPT. V-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. 8'-O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' 4 'M' (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/01/21 2020 F5C UPDATE 03/03/21 ADDED SOFFIT DETAILS 04126121 ADDED ELEVATIONS 'N' 4 '0' (ORL) 04/21/21 ADDED STONE OPTION ELEVATION 'G' (MEL5OURNE) 05/01/21 ADDED ELEVATIO145 'P' 4 V (ORL) _ 05/19/21 ADDED DEN OPT. (TAMPA 4 FT MYERW 08/10/21 ADDED 20' FOOTER OPTION (TAMPA) rl 114 Is] r r r • PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION 'D' PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN Reviewed for Code PG D1—DETAILS Compliance Universal Engineering 93Sciences PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG SI. —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 S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 f�� I PHASE 2. i 9 _I�� 11 1 MODELz 4EBB GARAGE SWI34G: LEFT PAGE: COVER SHEET 160 MPH EXP. C NOVt} Ir • # i—rcbre s 11 03 21 DATE: / / Sc :1/4- SHEET C I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 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 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "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 AGRICULTURE AND CONSUMER SERVICES" TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH v AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. Reviewed for Code Compliance Universal Engineering FIRE RESISTANT CONSTRUCTION 1B soonees 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 "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 09/08/21 (CM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W v w 0 F a a F A EI SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 F T11 03 21 :E: 1/4"=1'-0" SHEET GN FLAME SPRREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL ME IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL HE IN ACCORDANCE WITH SECTION F8C R302.10.1 THROUGH FBC R302.10.5 a r S I01_0" 12'-4" I'-4" 1'-4" I'-4" 2-1 70 101-01, I 101_411 LI2ECsRESS H I COVERED I LANAI W-W CL& © 6068 SCs.D. I []5 (2) 3052-5H @ v BEDDROOM #1 R CLG _8� ? DINING ROOM 8 -8 CLCs B LING ROOM N N " 4'-4Rr C] e2X8 I'-10 IV (� V. qj II?-iSH YN W.I.C. I� V.Ic. �`8 W-V CLC� locEj ° 1= ?c4 I @ I -SH IR-ISH J @ T 1 IR-ISH .LAUNDRY CL ll r y —_— V —_--_—_ —_—__ — ' \�>:/IF[ T n 11 ` SINK b24 - S eb36IF A V-e AI cp F_ E A b36 R4NGE b36 --� AR_C_V - O H b36 I I i is 1i 31 -0" 1 1 2'-8" i ro N <r r r SHWR PAN W/ ENCL ❑ IJ ___ _ J 2-8 PAN. $'-8' CLG BEDROOM #4 8,-8, cl r,_--- .� I .I.I a I ii-_�. `lul'•� LL J I I V. 1101, 4' 3-SH c. I 2' @ N ' tim'L•MT. I _ o� @ v @ � — V. II] ' C� I BEDROOM #3 ®r_ 3'-8" 6'-8' 3 _4 0 w 3 - CA OND WH. - 22'z54' 1 ATTIC L ACCESS j BOLLARD AS REQ. PER BLDG. CODE GARAGE FOYER V_V C & 36'X12" TRANS. 5 1/2" ENTRY 8.8' CLG. ryv C� WALL I I coWC. o ._ II U I I B LAV. QI I AI ul> I I I ti� BATH#2 m I I V_V CLC% 5 _ e 2'_41' BEDROOM#2 lir, 8-8' CLG. 5 I/2" l-� ( �CaRESSS U r N @ ❑ I] 3 5" S9 2'-8" 6'-0" 2'-8" z 10" 10'-211 21'-4" 4'-4" 14'-0° um For Sl: I fM it 304.8 mm, I dcgx+c 0.017E rad, Nor a » 4 foci Id all cum. f � A e ' G P s F GABLE ROOFS $sift ^ill°<0s3V e 3 HII ROOFS IV<053V FIGURE 01.2(7) COMPONENT AND CLADDING PRESSURE ZONES R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL FRAMED WD - ADJACENT FRAMED WD - EXTERIOR R-4.1 R-13 R-13 CEILING UNDER ATTIC R-30 FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/6' (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 15UCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS � �0=3G='' SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16411.E CU, FT. COtiPOW AND CLAMM WILD LOADS BASIC WM EXPOS M FOR 3 SECOND OASTS OPBOW SQUARE ZONE 1Q01PH WILD M10 REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA Srs.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.P. 112 5 282/-31.5 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATE: OV01121 Reviewed for Code Compliance Universal Engineering Sciences E CARCH DTL. B: SCALE: I/4 = 1'-0' —.I 11-411 7K�F BAR DETAIL A SCALE: 1/2'=1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 0 ti U W A F q F ti sUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 :SCALE: 1/4"=V-0" SHEET A I +/-n'-O" SLDC:% HGxT. FYPON LV12X24 OR EQUIVALENT EQUAL TO CONTROL JOINT (T T F.) --------------- EQ. EQ. 12 8'-O" SRC. HG;7, OPT. COACH - L IGHT 0'-0" FIN. FLR. 8'-8" SRG. HGiT. 0'-0" FIN. FLR 8'-8" BRCS. PGT. IM Nt nI III=1 � EQUAL TO CONTROL JOINT (TYP.) EQ. lUA2 -; UJAI son IIII■� ��III� EIEZONT ELE TlN SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT 8'-0" BRCS. HGaT I-01, 1b'X&2" FYPON �U48 DECORATIVE SHUTTERS OR EQUIVALENT �- 4' RAISED BAND (TYP.) ,,0'-0" FIN. FLR. OFF RIDGE VENT r 45 A3 `� TYP. r OFF RIDGE VENT 0'-0" FIN. FLR.o --I _ - _ _ _ _ _ _ - 8'-8" SRCz, HGT, II 4B A3 I I II '-0" FIN. FLR.4, OFF RIDGE VENT 2-- wo r R E ELE VAT N SCALE: 1/4 - 1'-0' TEXTURED FINISH IN i -0" BRCS. H- zT. 00'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT UGHT ]ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH II 48 A TYP. I I r II IHG 7'- 0'-0" FIN. FLR. 45 A3 TYP. II �0 0, FIN. FLR. I/ 21 N N I DECO. DTL. A SCALE: 1/2 = 1'-0' m ^,r fteviewecf f Ccde CwnpEior Universal Engineering Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(net free area) TOTAL#OFVENTSREQUIRED = 3.41 TOTAL#OFVENTSPROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET 0 F SO FF IT REQU I RI 67 M 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w 0 a U w A F A F ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 00 PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0" Lot-0 i � ELECTRICAL. LEGEND SYMM�BOL DEFINITION NOTES —{—} 125V OUTLET 20 AMP SINGLE POLE 1VOV OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO iiSIUITCH GFI 110V OUTLET EQUIPED W/GR D FAULT INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. �74 SWITCH 4-WAY OMR. 1-0 WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VaFITY LIGHT FIXTURE ($PEC'S TBD BY BUILDER) FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) FLUORESCENT 2-5UL5 WRAP AROUND (SURFACE MNT_) T FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL METER OBATT. rjA, SMOKE DETECTOR W/ µgRpWlBACK-FMUP WALL MOUNTED GATT. BACK-UP S.P. SMOKE DETECTOR W/ HARDWIRE ® S/GO CAF43ON MONOXID SMOKE DETECTOR COMBO BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE CF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK U1H WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/G AIR. CONDITIONING: TO BE 210V UN.O. ON DISCONNECT Sµ 8 SHE 7V TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX INREQUIRED SUPPORTED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•4 24' INCANDESCENT LIGHT STRIP D no 36' INCANDESCENT LIGHT STRIP nnnnnnnn 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES •— �+ USS PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. ' GFI * IeLANO (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 M15013 FBCR 1TH EDITION (2020). ' LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CADLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 1TH ED (2020). * ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% Or LIGHTING MUST BE ENE1331 EFFICIENT TYPE PER F.B.C. ENEIfl9Y CONSERVATION (RESIDENTIAL ENERGY ER:ICIENCY) 2020. 1th EDITION R404.I OPT. — — — — — — — ----�� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0" CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN -A PANEL: 8/16 wp ca. breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 150 Amp M.C,B FEEDER: 3- #1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3- #210 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Circuit Wafts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 2 Space #12 2 20 Irrigation Pump :M7uit 4 Space 6 5304 A/C C.U.-1 35 2 #8 Space 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Wafts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave/ Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 $ #12 1 20 Dining Room Lights and Receptacles AFCI 1600 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath #2 GFI Receptacles 1200 1 11 12 1 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer /Hall Bed. #2 & # 3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 _ SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 goo Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 '32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #t8 2 35 A/C AHU-1 (Heater 5 KVAat 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations ( line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC:. NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000watts at 100% 10000 Remaining watts at 40% 13440 Total A/O load 10829 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD 17 Total Connected Load Watts 34269 Tots Amps (watts /-240volts) 142.8 NOTE: I. ELECTRICAL PLAN SHALL BE USED FOR ELECTRICAL FIXTURE COUNT AND GENERAL LOCATION AS REQUIRED BE FLORIDA BUILDING CODE AND DESIGNATED IN VALUE IN NEC Reviewed for Code Compliance Universal Engineering Sciences I ° I i LED LIGHTING Cap 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 PECK 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THWN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" CIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 e210 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C� SINGLE LAV. BATH '"2 PROVIDE 34/0 CU, THWN + 1*6 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 0/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIFh1ENT 1 *4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELE.7TRICAL PROVISIONS OF THE FBCR TTH 92LrlON (2020). 5/0" DIA X S "T LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W O Cam. a U W A F A x ti SUBDIP. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT- NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4"=1'—C SHEET El 2� 2' VTR le 1/2" 1 1/2 ° I e i WC 1 2 11 LJAV �I 1/22 3° I I 2" I 5HUR 1J211 2" U1A5HEIR KITCHEN CC71NK W/ 2" VTR Reviewed for Cod( AUTO VENT Compliance I I 1/2 Universal Engineerir 2 ° /� I Sciences 1 1/2' -)� ,r I 1 1/2 Llf' 1 1/2' 'X1 LAV , � NOTE: PLUMBING LA'r"OUT PLAN IS INTENDED FOR LOCATING PLUMBING EIXTURE5 ONLY PLUM13NG PLAN SCALE: 1/4 = r.o° coo TO MAIN 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h w w L 2 0 h I tj w a F A CE ti s r C S ti ` EE ` 1 J PHASE 2 LOT i'a PROJECT'# 04321.200 098R1 MODEL: 4-EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORVA MICHAEL C. ANDERSON AR NO 17305 DATE 11/03/21 SCALE: 1/4"=1'--0"1 PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL 0 32' O.G. MAX /1U _0r FIN. FLR n V A al A T= 2X4 WOOD STUDS e24' O.G. JSS PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' = I'-O' �35/8'OR5 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24" O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/6' BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS A.) SECURED TO BE SPACED fro' O.C. AT 2ND SEC FLOOR WALLS ADJACENT TO TO CONC, FLOOR W/ 3/4' STAIR WELLS AND BATHROOM FLOOR PAF t TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARDS SCREW FINISH FLOOR 1-STORY TYP. INT. WALL METAL STUDS (NON -BRIG. SCALE: 3/4'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/5' GYPSUM BOARD PER FASTENER OR i/2' HIGH SCHEDULE STRENGTH CLG. BOARD VAT ION PRE-ENG TRUSS /// SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE o„ PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS o.H. R-4.1 INSULATION s VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES —�-�T SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING - STRIPS m 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE — 0'-0' FIN. FLR.,L e. a d - dtl., e a n W/ WINDOW OPENING n 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 BOND BEAM SOLID GROUT W/ (0- 05 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DIA. SLEEVE, 0 NOT CUT =BAR PEA DO NOT CUT THE BOND BEAM REBARS 2a�PIPE THROUGH BOND BEAMTHROUGH BOND BEAM D1 SCALE: 3/411=11-01' OL 0'-0' FIN. FLR. a a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 -1TH EDITION, SECTION R301.1.3 AND 1609.5.1. �TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=1'-O' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE FBCR 2020 7TH EDITION iS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. L a, CMU — CAULK AND REAL GAB LINE 11, PVC SLEEVE FOR GAB LINE s• cru V2• GYP. UL. W. WOOD BABE a m: Ar 2B GAS LINE THRU BLOCK D1 WALE: VY.r-O' ,--2X4 SPF 24' O.G. MAX.—-, SECURE W/ (2) 12d NAILS m EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— PERSTIFF5ACK AT ALL DETAILS STRUCTURAL DETAILS g Ax. PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/6' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CLG. BOARD e d e e. a m. e. < .AA e a a n W/ WINDOW OPENING t� R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS w 24' O.G. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT CsALV. STEEL APPROVAL REQ VERTICAL TRACK MHy I' SLIDE FA TENEMALF FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL. RECQ. a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT t BACKER ROD HEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF-) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYM3=NT AS PER FBCR 30E7.1j. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRfP EDGE g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU Reviewed for Code Compliance to Universal Engineering Sciences _ 0'-0' FIN. FLR. o a a e ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 a 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. TYP. WALL SECTION �L NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=i'-O' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE F5CR 2020 -ITH EDITION 15 *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE IiI OR TYPE Iv UNDERLAYMENT. 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 as 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 SOO or ASTM CS20 Class 25 Grade NS pr greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate For the type of sealant. Fluid -applied membranes lased as flashing in exterior walls shall comply with AAMA '114. The flashing shall extend to i.he surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F PQ w w� U w 0 F a a h A STTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 2103 DATE- 11 / / SCALE: 1 /4 SHEET D 1 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 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 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT-7 TO BLK W/ I/4' TAPCONS 1 1/2' EMBED., 8' O.G., 4' END DIST., 1 1/2' EDGE DIST, ❑® SIDES" ❑O 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, ®❑ (3) EVENLY SPACED. ❑® 91 1IEr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (:I)BUCK ATTACHMENT SCAM 1/1'.1--0- 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" H� W 11 TO BLOCK +3/4" OR +5/4" 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/1W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING, 2X8: CEMI SECURE TO BLOCK W/O) 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. LyJ 8' CMU I/2' DRYWALL I'X4' P.T, NAILER Ir- r� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" B 2X4: CEO SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8" OF EACH END 4 IS° O.C. MAX SPACING. 2Xro: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/44) WITHIN 8' OF EACH END 4 18' O.C. 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 IS" O.C. MAX SPACING. %Yeri�! 1/2' DRYWALL I'X4' P.T. NAILER 11I6' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/i6" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/1W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3AW TAPGONS (MIN. SHANK -SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS'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 `r 8' CMU o1/2' 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 +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: CEM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2x8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15, O.G. MAX SPADING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" CE P) 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN_ SHANK SIZE e145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 15' O.C_ MAX SPACING. 2X(P: MM SECURE TO BLOCK WK2) 3/16" TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L-\Jj s' CMU 1/2° DRYWALL I'X4' NAILER ff / F.T.. DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)120I WITHIN 8' OF EACH END 4 W TO 8' O.C. 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" F 2X4: C33 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: IM SECURE TO BLOCK Wag) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING, 2X8: CEMI SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.S. X 4' MIN. i- 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" WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' O.C_ MAX SPACING, 2X8: SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' 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 LJ�I 8' CMU I/2' DRYWALL 11 F' T. F'.T. NAILER r—i r 1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" (H WINDOW TO BLOCK NOTES. 1. PER CODE AND MANUFACTURER'S REQUIEREMENT 2X BUCKING FOR THE FRONT IN SWING DOORSt INSIDE FACE IF: 2X BUCKING SHALL BE INSTALLED FLUSH WITH INSIDE FACE OF DRYWALL. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION AND BUCK REQUIREMENTS. MUCK DI'.TAILS SHOWN HERE ARE OPTIONS TO ACHIE:vE MANUFACTURER'S R.O. REQUIREMENTS. FASTENING OF WINDOWS AND DOORS WHERE IX E>UCK IS INSTALLED REQUIRES THE FRAME TO BE FASTENED DIRECTLY INTO MASONRY. Reviewed for Code Compliance Universal Engineering Sciences CMU DRYWALL 2194 HWY A1A, SUITE :301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S"CTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING. LEFT ]PAGE: DETAILS 160 MPH EXP. C -1X FURRING / X 0 jJ .................. RIP 2X10 TO NOV 0 9 2021 DOOR 8-1/81W FRAMING HOLD FLUSH TO MICHAEL C. ANDERSION INTERIOR FACIE OF DRYWALL AR NO 17305 ENTRY DOOR BUCK ggREQUIREMENTS 9. DATE 11/03/2 SCALE:1/4' i NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH s S' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ g/•' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 1' O.G. MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT-) O.G. MAX AT SUPPORTS WR5 LAYER •1, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHMG SYSTEM NNSTALLED PER \ TO #° LATH SHALL NOT SAP MIN. BE CONTINUOUS 6' TO 8' 6' TO 8' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM G1063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR i STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REGZI.IIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • Pr. A OI. FOLD INWARD • PT. A 2. CREASE • PT. B FO OL FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A 2. CREASE • PT. B 2. CREASE • PT. B 3. cIQEASE • pr. c 3. CREASE • PT. C 4. FOLD PT. C OVER FT. B TILL PT. C?OUCHES ^ BOTTOM FLANGE j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1& 2 COAT CEMENT PLASTER (CMU) WR5 LAYER 02, FORTFIBER BUILDING PAPER(FRAME ONLY) WR5 LAYER 01, STUCCO WRAP(FRAME ONLY) LAP LAYERS of BUILDING WRAP OVER NAILNG FLANGE, STOP U RB AFFROX I X' ABOVE SHINGLES a:RAI'M ONLY) FRAME CM EXTERIOR SxS WALL FLASHING KICK -OUT FLASHMG (SEE DETAIL) FASCIA WRAP WATER TIC411T SEAL, FOLD, QQ H(a CUT. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) < 6' ® HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / / I' MIN. LAP 0 METAL LATH \ X X X X—� 6° MIN PAPER LAP BELOW ONLY / WRB LAYER •2, FORTIFIBEIR BUILDING PAPER 2 APER LAP SCALE: 11/2'. I'-0' ® KIC KO UT B•h/N DETAIL TIC*1T SEAL (BEND OR R, 00 NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.041E-IK (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MMA AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD£ SHEATHING - OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER Will LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS-) 6' MIN. LAP LAP LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. 6PEC5.) OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) i" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL 5CD 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 99 L99 FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND TO PIPE I .' I' OR LESS PIPE PENETRATION >+ :' :: . CUT AND 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 Wx6' 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 "2 FLASHING WR5 LAYER •1, STUCCO WRAP WR5 LAYER 42, FORTIFI5ER BUILDING PAPER METAL LATH WXW SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \ 3b' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.Y. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787, 3 FIFA F N T TION D T,4IL CF Al l N.T.S. Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE (Wf;�5 LArEfR #1, STUCCO WfRAi=) 5UILDINC3 PAFEfR) METAL LATH X X X X STUCCO d� WOOD OFR 1/1roII ZIP WALL SHEATHING SELF-ADI-IESIV FLA-5HING; — — — — — — NOTE: METAL LATH: LATH TO BE FEfR SECTION R-103,11 / ASTM C - 847 -14a , MIN. 2.E� L BS. PEiR SO. NI'AfiRD (UTILITY' Ofi� N01„IINAL LATH DOES NOT MEET Si=E(IFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W �tqlU W C rL, O F A 2 >ti STJBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB 111828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2103 DATE: 11 / / SCALE:1/4 )$=1' — 0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I d I BACKER ROD WRB LAYER "I, STUCCO WRAP VENT INSTALL 6' SELF -ADHERING MEMBRANE FI-ASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE; 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 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 * JOINT ALL AROUND E)derior 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 THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LATER #2 (FORTIF15ER BUILDING PAPER) METAL LATH x—x—x—x STUCCO ° WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO SE PER SECTION R103.11 / ASTM C-847-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATI0N5) ELEC. METE} VERIFY LC STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES SIM BUILDING PAPER OVER 'QUICK FLASH' r — PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,VENT PENETRATION SCALE: N.T.S. C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELE TRIC AL C PENETRATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM n�_�C At r_-ri irrn -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT UIT CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHII` APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD TEXTURED CONSTRUCTION �; f _FINISH * WOOD /—FA5TEN TO WOOD MEMBER * O.C. MTRUCTURAL AX a' cMu V TO ,�' MID -WALL tq ^ WEEP SCREED 'a,.. zW nT �g 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING -TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK.) ,5TP &T P :13 STEP #5 O ELECT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP JRECI STEP '*2 Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �— WRB LAYER 02, FORTIF15ER BUILDING PAPER 5T E P ELA5TOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF #(o FITA_CLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W w U W 0 F 0. v W 4 F A SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 21 11 03 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 DRAINAGE PLANE (WR5 LAYER *11, 5TUCC0 WRAP) WR3 LATER *22 (FORTIFI5ER - ...... - SUILDING PAPER) 1�lETAL LATH x x x x STUCCO a SELF-ADHESIVE FLA5HING 2 1/2" k Ilk IICORNER BEAD 0 CORNER BEAD (FASTENER 4 SPACING 'a 7" O.C.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Reviewed for Code Compliance [B Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.coim AA #: 0003325 F W co W i; W 4 h a A A CREEKSIDE PHASE 2 LOT .• ]PROJECT# 04321.200 /098R1 M®DEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT- STATE OF FLORIDA PRINT 2103 DATE: 11 / / SCALE: 1/41)-11g01$ �W:" 2xro SUS -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE !�\ l\ 1/5" TEXTURED I \ FINISH a WOOD t \\ 1/2' TEXTURED �� \ FINISH e CMU \ METAL FASCIA \ WRAP Ye' FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ � \ NOTE: NOTCH FOR 2X6 \\ SUB RAND ONLY `\ I � ELE�/�4TION METAL FASCIA WRAP 2X6 SUS BAND 1/e' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHINGS OR CMU WR5 LAYER "I, A. STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDINGS PAPER - (FRAME ONLY) ROOFINGS CEMENT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \1 \ \ \ DRIP EDGE, I" OFF WALL \�INOT INTO STUCCO) \�1/8" TEXTURED FINISH a / WOOD, 1/2' TEXTURED i FINISH a CMU \ �2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK LAN A METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 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/126 NAILS 6"-5" O.C. MAX. 2x SUB -BAND WA Y2'x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca? WALL _Q; UB BAND DETAIL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/12"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITI' Reviewed for Code Compliance tu Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 164 AA #: 0003325 h W U w 0 F w A F A N N SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03/2 1 DATE: SCALE: 1/4' =1'-0" SHEET WA6 a DT.W-m FOUNDATION PLAN SCALE:1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's FM-12x12 12" CONTINUOUS 12" - (2) #5's +)01.4" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's VARIES SECURE STRAP 70 A/C SIMPSON UJB CONC. W/ UNIT ROLL STRAP (2)-3ArWX2' OR EQUAL g TAP -CONS EACH COMER OF UNIT CONC. SECURE STRAP TO SLAB UNITS 111/ (2) MBxI 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL EMEOEM Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 0 Cam. 0. v A F A F ti SuBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV o 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 110321 / / SCALE: 1/4 fp=1f- 0" SHEET EXT. PORCHSLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) z 5 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL a LSEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY \ EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" 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 W\2UDS - WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL 6yI_1 TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" z STEEL REINFORCING IN GROUTED FR CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS Q v mw v w ON > 8" CMU WALL +- D'-0" TOP OF SLAB a lAe�° - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE 00o APPLICABLE) a SEE SCHEDULE z FOR WxD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4"=1'-0" 2" CAPPED I NEW REINF. BAR GALVANIZED PIPE o a > SECURED W/ 2- PART W/FLANGE @BASE o a 3 EPDXY. MIN. EMBED 8", UNO = o FOLLOW ALL MANF. u ¢ SPECIFICATIONS FOR m USEAND ( SECURE FLANGE TO z PREPARATION OF SLAB W/(4) 1/4" X 2 1/4" TAPCONS HOLE. SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKU IL RE B .PLATE TO iLA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO 1PLIFT IS PRESENT. SEE SLAB SCHEDULE a. a ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=1'-0" (NO LIFT) 0 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o� Cc � J a ON 8" CMU W z o I d ° ° TOP OF a -SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND . POURED MONOLITHICALLY WITH _ FOUNDATION AND SLAB SEE SCHE LE FOR WXD,BAR ZE AND BAR QUANT Y MBINED EXTERIO MONO- 10 OOTING AND COL. P crn omn_ni n 30" MIN. EACH WAY nFM THIC FOOTING D ° D . _ CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS L_ .ILL CONTINUOUS STEEL MONOLITHIC v FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=1'-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 1Sd COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2\PS - WALL W/ No 2 STUSPACINGTETO BE PP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" +- 0'-0" TOP OF SLAB 4 a ° ° / EQ. EQ. - R WID, ED E FOR WxD, BAR S AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WP SCALE: 3/4"=1'-0" (�/�// U P L VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC 1I PLATE TO SLAB W/ WEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC rSEE SLAB SCHEDULE > I POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO QI i1i11! 1A/A 1 1 !'%nK1KIr—nTIP1Al URB FOR IASONRY NITS SET T ELEV: -0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE m w E SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE 4. 4 . ° ° 8 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL Z>UALt: J/4"=1'-U" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W tzi W V w F R� U W W A F A C: ti SXYBDIV. LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 `2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'- 0" SHEET S1. 1 A 36-0" 29'-0" 27'-0" 25-10" 191_01, 14'-0" 10'-0" 3'-0" o y. i17 , Ej 0 v N co o -' - N <D N OP co OD , co O , N O C El O ❑ ._ N iD i LO j� N O , N 00 r 00 ❑ M 4 a M N 0 N O N 00 El F LO 5'_4" 1 Reviewed for Code 0?El Compliance Universal Engineering O Sciences ❑ N u') N FE11 0E-11 ❑ 3'-6" 19.0" 10'-6" DOWEL PLAN SCALE: 1/4" = 1'-0" 2194 HWY A1A, SUITE INDIAN HARBOUR BE) FLORIDA 32937 PH: 321-802-359J www.abdesigngroup.l AA #: 0003325 is I SUBDIV, & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 /098R1 MODEL: 4EBB "1828—CALIF" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ]�HE STAT iMICHAA PRINT �� 03 1 DATE: % SCALE: 1/4 "=1' -- O nr SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM e d ° a ° a d.c HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE ° d 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=T-0" IVIn 1 l 1 I J 1 "LL REINFORCEMENT PER SCHEDULE NG #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS w Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W U W ti v W q F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT 04321.200 098R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 11 03 21 SCALE: 1 /4"=11— 0 rr SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Old x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Old x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE VV'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 00 1 0 tC) 1 � 1 1� LL 00 8F 16-1 T/0M/0B 1 1 ♦♦ 1 ♦♦♦ 1 4 1 1 ♦ n • ♦♦Y e of o 1 �1 1 �1 1 CoJIL e 8F16-1T/0M/0B e 1 8F24- ♦♦ 1 1 1T/OM/OB ♦ 1 I e 1 ♦fie 1 � 1 � 1 GT e 1 ♦♦ o ♦♦ I ♦ j ♦ e ♦♦ I ♦Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i OF . 1 ABOVE 2 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 8RF6- 1 T/OM/OB LIF r BEAM PLAN SCALE: 10" = 1'-0" 93 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W v W 0 F Wro 4 F q ti SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT* 04321.200 098R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO V305 PRINT 11 03 21 DATE: / / SCALE: 1/4r'=1'-Or' SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" Z. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING JNA�� REINFORC NG L2 PLACE STEEL HEIGHT. pF ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �C,\ AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 Py / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" o 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM TOP OF THE LINTEL. 8 / / a ON "gyp 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Z VERTICAL REBAR W/ 10" HOOK / p6Ee Ex16 DBL. BOND TOP OF 191, BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM — TOP OF • P�' W/ (1) #5 BAR ::� BOND BEAM OR F = FILLED W/ GROUT 30" TYPICAL �p�� U = UNFILLED GROUT SOLID FROM - TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) NOMINAL �� LENGTH OF BAR = WIDTH OF MASONRY a'Q HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 REINFORCING OF BOND BEAM THAT XFXX-1T/1M/OBINDICATES ADOUBLE BOND BEAM /'n#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER 1 IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS SCALE: 3/4"=1'-0" AND XUXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3 1l4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW e SIZEA45 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" a; O.C. MAX. MIN 1-1/4" M EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT V/7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL J SCALE: 3/4"=1'-0" r — SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM Reviewed for Code Compliance Universal Engineering PROVIDE #5 BAR Sciences STEEL REINF. OF — EACH SIDE O LEVATION BOND. BEAM CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U N 0 24 1 V r7 W q F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT-- STATE OF FLORIDA /-) �! NOV 0 9 2021 WCHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE:1/4 1$=l)_0tf SHEET S2. IA CONCRETE" / "CAST-C T " / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8°' PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS r 1 rl t ®®® ,. .• • t.l r .r i • 1}.l 11 •. r. ., ,. • �® trrr .• -1• ♦ ^ • . ��� �® 1 1. 1. t , • • • } � • • i. ,.. , 1 1• r , r ► r • • • ■ .. • EDReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n gro a p. co m AA #: 0003325 lillmillill SVBDIV. & LCOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098RI MODEL 4EBB "1828-CALI" GARAGE SWING;: LEFT PAGE: SAFE LOAD TABLES 160 MP�11 Gtr 1'H�gEXP. C ARCfl STATE OF FLi MICHAEL C. • L _: •1 • J PRINT DATE: 11/03/21 SCALE: 1/4"=1'-01 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-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 I 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. GIRDERITRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED TO END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d :RE APPLICABLE NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD DIAGONAL J BRACING/BOTTOM CHORD BRACING TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING 101RDIN1' G I RDER/TRUSS W/2X6 BOTTOM CHORD TRUSS BOTTOM CH W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE: 01/21/2021 MiTek USP SIMPSON MiTek USP SIMPSON DES UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 14SO (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" I -PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16 18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 1 1/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 1 1/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) I6d 2-PLY, EMBED 4" LUGT-2 1655 LGT-2 1885 BLK (511/4% 3" Wedge-Soft+Anchors, WOOD (16) 10d (7) - 1/4" x 2 114" TITEN, WOOD (16)16d LUGT-3 3380 LGT3-SDS2.5 3480 CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) W52S (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HO TO WALL DHTA-20 2430 DETAL-20 2480 (16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 1112, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) lod TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) Lod, MASONRY (2) 3/4" A.T.R (2)3/4"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBEDI,(16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL IL 1210 PARALLEL TO WALI 1210 PERPENDICULAR ILi WALL (10) 10d x 1 1/2" (10) 10d x 1-1/2" MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6)10d FACE/(12) Ind BACKOFTRUSS (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 9575 (2)VGT 718S (2) 5/8" A.T.R. I N HIGH STRENGTH EPDXY(MIN. 12" EMBED), (8) 10d (2)5/8"A.T.R. IN HI GH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"0" MTW 12 965 MTS-12 990 (14) 10d x 11/2", (14) IOd (14) 10d X 1112" HTW 16 1355 HTS-16 1310 (16) 10d X 11/2", (16)10d (16) 10d X 1 1/2" HTW 20 1355 HTS-20 1310 (24) IOd X 1112", (20)10d (24) 10d X 1112" HTW 24 1355 HTS-24 1310 (24) Ind X 11/2", (20)10d (24) 10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10) 10d (10) lod LSTA 18++ 1235 LSTA-18++ 1235 (14) 10d (14) 10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18) 10d yF 2STA-30++ 2065 MSTA-30++ 2050 (22)10d (22)10d VISTA -36++ 2065 MSTA-36++ 2050 (26)10d (26)Lod KSTI236 2765 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KTSI248 5105 MSTI-48 5070 (48) 10d X 1112" (48) 10d X 11/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) 8d) (8) Ed TO PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) Lod x 11/2" TO STUDS MP34 5251N FI @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1020 H10A 1040 (9) 10d x 11/2" TO TRUSS, (9) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" WY THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBED) I N CONC., (12) 16d TO WOOD (1)5/8"A.T.R. I N HIGH STRENGTH EPDXY, HAI N. 7" EMBED.) IN CONC., 112) 16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)I6d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(12)16d TO WOOD LTS19 +++ 1205 LTT19— 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBED) IN CONC.,(8)IOd TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED.) IN CONC.,(8)IOd TO WOOD ti LTS20B +++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD 5 H745 4160 HTT4 4455 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X21/2" Z HTT45 5005 HTT5 5090 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONC.,(26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN,7" EMBED,) IN CONC.,(26) I6d X 21/2" Q UPHDll+ 14395 HHDQ11-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SOS x 2%." WOOD SCREWS PHD5A TDXB 6525 7870 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) W53 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130MBHA 3.56/11.25 3475 5330 EMBED & NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DIYNA2BOILT SLEEVE AINCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. 1410d AT101ST ( ) 1 3/4" A.T.R. IN HIGH STRENGTH EPDXY, MIN. 6.75' EPDXY, MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, 18 EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH ( ( ) lOd TO BEAM HU54121F 3615 2710(100%) HUSC412 (WOOD) 3435 2635(100%) (10)16d TO HEADER, 3U ( ) I6d TO W000 (10) 16d TO HEADER, (10) 16d TOW000 3325(125%) 3220(125%) (� HD4IDIF (CMU) 1950 3080 HUC410 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER,, (10) 10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (30) lOd TO WOOF. =aZ HD210-21F(CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18)1pv"x3""WS3SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER., (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: HD210-31F (CMU) 2795 5015 HUC210-3 (CMU) 1800 450D (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bole+Anchors, WOOD (4) W53 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD 1A =�.-i— _ = I%I_m I—II ! 1 P�I�I�I_I�I—i� P �{I �1//I��ii�; �ll•II �I PRil 11 11 Ar I• I � I — ■ Q — 22"x54' ° ATTIC ACCESS I I I I I W-AK I I I PRE -FABRICATED ROOF TRUSSES C W O.C. MAX. I I I I I I I I I I I I I I I FRAMING PLAN SCALE: 1/4" = 1'-0" IKTAKI CJ1 CJ3 CJ5 5 6U �O m 4 O� N Z 0 9 Q m s2 O 2 U i' O V O mq � N o0 z 0 9 gm 02 O S U Reviewed for Code ky Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w� 04 P V W O E W A h A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321, 200 098R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT P11/03 21DATE: / SCALE: 1/4"=1'-O" SHEET S A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 2" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 2' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. L ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a 1 b 1 TYPICAL TRUSS/ c GIRDER CONNECTOR(S) DEPTH 1/4"D V EDGE >5/8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS SCALE: 1 1 /2"=1'-0" ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS 4"x2Z"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) 2" x 57ITEN HD TO CMU AND (18) SDS 4" x 3" MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) 6'4" MAX (W/1X4) OR 10'-0" MAX (W/2X4) n 1x4 MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTFRSFCTlnN TYP BTM. CHORD BRACING 3/4"=T-0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 114" 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) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 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'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EDGE >5/8" 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. HOLE DIAMETER I I I Reviewed for Code Compliance < 3/5*D DBL. STUD Universal Engineering Sciences 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 F t1q, W U W 0 E Q F Q F( ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: / IJA 03 11 SCALE: 1/4 SHEET S3. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX C PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" Reviewed for Code [B Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 6. W U W 0 F a U W A F A h SlIJBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 /098R1 MODET : 4EBB "1828-CALI" GARAGE S'WINC:: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIC>A NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DALE 11/03/21 S C ALE: 1 /4"-19 -- 099 a 1a 1 JI), (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 3V-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 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 SEESCHEDULE i 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, 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"=T-0" SIDE VIEW VTCR SPACING (1) AT EA, A Ain R'_n" O PRE-ENGINEER`v VALLEY TRUSS CONNECTION SCALE: N.1.6. EDReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W U W IS 0. 24 V W q F q Cv ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT§: 04321.200 098R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4"=1'— 0" SHEET S3. 1 C GABLE - END 11 �r �F HIP ROOF F---X- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83,80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS I I I I I EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.G. TOP & BOTTOM EDGES onmr11 nnvu RAFTER OR TRUSS ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR PECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL MECHANICAL,ELE TR ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT 0 PROVIDE / R RAN CONCRETE EXPOSED WEATHER ID 6 o AI ENTRAINED ED C E OSED TO EARTH OR EA NON -BEARING WOOD WALLS TOP PLATES STUDS CAN BE & SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Y2" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE W®®®'TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAVINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD p p (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (BBC 020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL T S U U L STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: AL A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL 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 CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER Reviewed for Code 2" FOR #6 AND LARGER Compliance IR C. FOR CONCRETE NOT EXPOSED TO WEATHER Universal Engineering 3/4" FOR SLABS, WALLS AND JOISTS Sciences 1.1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING 1x2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY MASONRY / CONC. NAIL 1 1/2" LONG. TO MASONRY/CONC. NO WASHER FASTENER 8" O/C SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK OR 3/8" DIA. 16" O/C (3/8" DIA) 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG. 1DIA. EXPANSION BOLT Y4" O/C (1/2" DIA) W w/ WASHER WINDOW BUCK CASE HARDENED COIL 91,0/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/18"DIA. "TAPCOPP 1 1/2" EMBED, 8" END. 18110/C BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2" EDGE DIST. 2x PT WINDOW BUCK 0.138* PAF x 21/8" 9" O/C 4"END. DIST, 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. REMARKS 1 1/2" EMBED., 4" END DIST., 1 1/2" EDGE DIST. 4" EMBED., 4" END DIST, 3" EDGE DIST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: CREEKSIDE PHASE 2 LOT #98 PROJECT# 04321.200 098Rl MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 11/03/2 1 SCALE: 1/4"=1'-- 091 SHEET ,} 21/.92 REM ,E9,5F GN CA-E A�PRyJ3 C. IiL'J sLU Nt11 L' S +r S AND .Fl 1AI_ 4: C9l1;/2L'11 2.L. 9/32" NO -ES! f+ O _ 1 HE PI.r ,UCI SHOWN FLREIN IS 0-_SIGNED MAD MA%J-h':IURFD C COMELY W' IH hCF H LUUIHEFAEN IS - F_:1NLA BUILDING CURE. n PI7 �I77 n nn 1 2. "Do FRAMING AND MASONRY OaENINC 0 BE.. r-SIGNED AND ANCHORED TO PROPERLY I I.I II II II II I } RA\ShhR AI I. DADS U'S RUC URF. hI'AMINW AN] MASONRY 091-NING I5 IHh u u _ - u ➢ u _ 1/ RCSPONS E LITY OF T _ AiCI IIT=G OR CNG N[-_R OF RccoRC. 3 INCREASE OF STRESS INCREASOF 1/3 VIAS NOT US-D IN HE DESIGN OF THE PRODUCT r` n 31 8• SHCWN I-EeEINi. ,MIND _OAC DURATION FAO -OR Cd=t.b WAS USED =OR WOOD ANC -DR U :AI C II A 101 S. n n 4 -RAMC MA-CRIAL: COLD ROL_ED FORM A_UMINUM 310E 1128. 5 -OR ANCH09N> INTO WOOD FRAMING OR 2X BUCK USE -1 3/4" TRIM PAINTED STA.IN.ESS ST=EL NAILS WITH 1/L-" HEADY DAM=TE:R, Z/L"X'/4" CROWN OR S/9"Y3/W STAPLES. REFER -O BETA S A, 8, C. AND E =oR MINIvUM EMBEDMENT AND $=ACING. U ra„ G -OR ANCI IOZ NC INTO MASONRY/C; Nr r—C WIT OUT STUCLD USE .OG7-X5/6- T OR OTUG NAIIS OR ANCHCRIN, iNl3 MASONRY1,;ONCR-II WII-I 91,2 0 USF C1R?"7C1-1/." I OR 4..3,f 32" � T f r$Y� 4 9J32 7,i9 r STUB 'v TE\ R4 -0 -O. UFTAI 1 =S7P O15TANIF.1 FMBFnM=N1T SJd'{T 5.-:tCINC:. ALL I'ASTC\C 3 � DC COZR4514N REaI3r6JtT, 8 NSTAL-AT ON ANCHORS STALL BE INS PLED IN ACCORDAN WIT- ANCHOR MANII Al I R-R'S INS AI IA ION INS RUC I(INS AN': ANC:HnRS E.;-A] I N^.I R- IJSI ^n \ >IIRSTRA7FT WTH FTRFN(TT S I -SS THAN T-F MNMUM 1.7RFNGTH SP=CIF-] BF OVJ: I6"ALUMINUMSOFFIT- SOLID AND VENTED A. WOOD - MINMUM SPEC=IC GRA19-Y C= G 942 -.--�. 3/'i" 1 97[d5+4YBALUMMIU1k:.01c THICK E. C'DNC"N3 -RENC-VINIMUM1 C4U I-CRIMAIN STO AS Or 3.192 F'SI, C. IdASONY - i RCNGTII CONFORMIPICC TO Aa M -9C, GRAaC'J, _- 1 (R GREATER). VENTED VERSION VENTED AREA: 2025 MI MIEAR FOOT ^.PSKWPRES.S1iR-c AT G IMPIIGTRATINCx. RESIGNPRESSURERATING ANPAcrRATIAK: .. Cf✓ESIGNPAESSl1RERATINC: OdPAGTR4Tm t54. P5F I MORE t38,4PSF t31.1PSF W+',£F(lAr3TAL1.E01N F2"OVf;.R iRMR3 14 N IN57.4LLEA W i C OI&WAN13lM4iEA+'1N9PALLEDYN2i1•pVEAHA1WfO 1 F CHANNELA 1() J OMANNFL 3fC54428ALLW9VUM.0T2'TH1CK JW5r BALUMWtJM.DJZ"TH10( -RAMF HUI EiNG 5Y OTHERS THIS S N-DT A. BRACE THIS E r'ART OF �;�... ROOF TRUSS SYST-IA 1 1 �Lul SEE �E-VLS A„ AND c SH LI 4 12" OV_RHA\G 12 0VER14ANO MIS TALLATION DETAIL -A3F OF CONTENTS NU. DLSti.RIH I ICON PROFILES AND NOTE- i IN57-AII.nTIOV DEALS AND OOMPONEN-S h KF3dI HUII nING B OT-CRS OILS IS ND A DRACE -HIS IS PART OF RO'O- -RUST' SYvTFM SEE SE_ DETA G DETAILS SF- - B AS 0 F I.N I '. SHEEI.I L.----W`---- SHF-I A SHE-1 16' OVERHA^IG 16" C:VFRI-IAMG INSTALLATION DETAIL AI FHA AI UM NUM I1C^ 1710 PREMIER ROW ORI.AN00, H 37809 16" ALUMINUM 50iMll 5ROF LES AND N07S GRANT, D'w W_ V>L. O$- 421.98 S.A. NTS jwr 08/06/1.3 5"ETt OF 4 LR4&ERT^10A84t5P.E 14 W NVbDF1iAORD LEIA%M91.LE NG27= C SIG)VM, 0912.V2021 Lu's: R. LamcsP.E. PL No.: 62514 cf. "MoN PATE 01-px % .. F: VI50 MOILS S & 6 AND OLIAL C 35/1 ilzwl R.L. =RAMS 3U MNC �Y O-H._RS -HIS IS NOT A BFvICE -Ills IS FAR-' of ZCC TRUSS SYSTEM EXTERk3R �� 1 X FUPR NO SFF ,�-.af1� S RIP SFF OFTAIIS �'"-' M5 {1=TAII G A., B AND C SHEET 4 SHEET 4 M_ SEE OETA:I_ C SHEET 4 2L" DYCFIIANG 24" OVERNMIG INSTALLATION 0ETAIL A -PHA ALUMINUM INC. 1710 PRIE4112R Row 47.AN00. -L 32809 16" ALUMINUM SOFFI- IN'S-ALLATION DG"A LS LMMW. FMC No. :I . 08-137196 a I NTS NAiF og:/OS/13 Sr-" 3 OF '4 L ROURTO UjUA9 PE 14J2 VWnFOHO RO LENS VXL4. NC 2=3 C9 SI0NED:09123id 1 Luls R. Lomas P.C. FIL No.: 62514 } 2 3 LiI�S+� Fl;.IAMh RU11 ❑INt, B" OTHERS THIS IS NOT A BRACE --.` THIS IS ?t$I OF IRUSS SYSI-M UET.M1ILS B AND C SI CZ i 12" OV-RHA\c. 170VERHANG INSTALLA T(ON DETAIL 1 1/4" 41N EMB-DMENI DETAIL A V6VW FRAMM INSTALL4TRW vW F CHAW951 ANO NAILS V"D FRAMM MWSTAUAWN ;W F OHANNEL AND STAPLES FW.VF HUII TINS BY U HER3 r THIS IS NOT A BRAG: THIS IS PART OF `--4-„L RO()- -BUSS. S`fST=A' s - �` ! � t C-F I_SFr SF= — Dr-T.AIL E I "'" :c PJLS DETAIL E S ICE 4 A, E AND C SIIC T :FT 4 164 (7V=RHAN 16" OVERHANG INSTALLATION DETAIL 1 3/4" TRIM PAINTED SS i'dAIL W/5/10" -EAD :IAA! -ER I OC';AIFC 2A-"M!AX. CO.C, 7/6 MIN LDC:- DIS ANC_ 3/4'Xj 14" CRO"N 5 APLES I k'Al-0' 74" MAY't"i-f;.-. IN DAAIOND PATTER\ RIV _. _. prIMPnnN I n4Tr- I ART1fm-) C RF.19F@ N.^.TFS 5 M. 6 xmr, EFTAt C.. 119/ -7pm,i R.1 FRAME 3UILCING B'" O-HFRF TI [IS IS N]T A BRACE �= t THIS IS 'ART OF Ron- TRLIS + SrSTFM 9 cF_. yam/ S-RIP �:cF BETAS �1 PJL E A, 13 AND C M� 5 -IT 4 SHEET SE_ DETAIL 0 SI-E=- 4 12" MAX O,C. 24" OVERHANG 24" OVERMAC INSTALLATION DETAIL sirN�o: 09123,''202I ALPHA ALUM NUM INC. yyyytiu IIi1110 AO�'r�r O2J NDO, FLR32aOS � 13,,°�ROW �yEENs 16"' ALUMINUM SOFFIT � � T 11t INS-ALLAATION DETAILS TA 4e�fi DlTE 08 02198 G �l�✓/���Ni 1{��v��,. NTS 05/05/13 2 OF 4 1 RawEFmtou,LSP_E. _Lls R. Lames P.L. r� 190h( r RnLEWW lt,7. W,P;aes EL No.: 62514 1 3/4" 1 M PAINI-U SS NAIL 1V,�ti/1R H-hi 17 LrrMI hR PCs PANC_. 'Xt /4 CROWN STAP' - Ph R. PARF 1X OR X 4 OCK �1 DETAIL D FURRING STRIP INSTAU ATX W 2d"flVERHAJWG IMIN 11 Eh16E0�LENT tt 11 i 3/4'k:1; 4° CROWN oTAk^LC OCATE (11 AT EACH CROOV-_ 1/4" FASCIA JP —' — 1 3/4" Ti M PAINTED SE NAIL 3,"6" MIN14,lriflF." H=A-) DAAAFTFS IU(,h DISIANCIh _OC,AT_D 24" VAX D.C. 5/0, MN DETAIL E C M BC DLI =NT HA7t)D FRAUIWx IACSTALLATKON 'S/h" MIN FASCIA SVE {t FOGF DISTANC- +ff `� 1 �a I .C,97" X 1 1/2" MAL MINIMUM UH S Uri NAL t d' LO'CAI=D 24" MAX +Q.C.. •' `y S t7CCO FIN 51 = DY On IERs MASONRY/CONCRETE DETAIL C 3Y OTHERS. MA.SMVA G0NCRETEINSTALLATnV W F CHANNEL i1ND MAILS AEFER 70 NOTE B' FOR FMOMMENT V. REV$IGAS RN cr."1f!wnf* CAT- AVR1W7' C RFL'SFI) N.^,TFS P R B AND r•=T.bJ C CRJ97f 9C�1 ?J. FDC;F IIHIRS 3/(Xi 14" CROWN SAPS D-' S,lti"XSId 511. 1 h LOEATID 24" MAX. O,C. J-CIIANNE_ TO BE --LASH WITH FASCIA. FASCIA BY OTHERS DETAIL Q VI'C?OD FRAMMJG INSTALLATION Reviawed for Cale VVfPHJ-CHAAWIdEI. Compliance !Jniversal Engineering 31 S' Sciaaaes E1LIIMLL. f \ STAPL-S 3/6 5-N'-EN STAP_C5 DETAIL F STAPLE DIAMOND PATTERN LPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS owe Nc. O8 02198 = 08/05/13 SHIT4 OF 4 t. ROfFERTJLdMAS F.E. WOOPFOM Rn IEWNW fFY W, 2hW SIGNED: OW2&2021 �yyN�16� lI PyLI rpQ�fl`1��� �.y fly G,I YTS Y' I 'a*�i'�t�A?T! CF ''• :{AAAA�� 1' '�`,C DIi1'J: 1ti e flCkMAL,I�'w LLIS R, LiIncs P.E. FL No,. 62511 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J h W W O W Uhl q U e w A 0 Fi ti SVHDIV. 86 LOT: EXPRESS MASTER PA PROJECT* MODEL: EXPRESS SHINGLE GA %AGE SWMGi: PACK: 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 1 1 2022 MICHAEL C. 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