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Home My WebLink AboutBuilding Plans® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PAL -TV BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUHZER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR WORMATION) TO THE ARCHITECT OR ENGINEER FOR CLltWICATION. Ali: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: 1' I! w I ! I A1� 11 S. k -OCCUPANCY -CONSTRUCTI:ON TYPE -MIN. INTERIOR FINISH -BASIC WIND SPEED -EXPOSURE -I-STORY RESIDENCE -2-STORY RESIDENCE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES .r 1. C .'S LIVING 1916 SQ, FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16 120.9 CU. FT. Tt=,1= (321) 733-7092 ABBREVIATIONS REVISIONS BV. ABOVE LAV. LAVATORY DATE DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMLNOUS MEDICINE CABINET 01/16/18 CD'S ISSUED 01/15/I8 2011 FEIC UPDATE ALT. AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MTNINIUM 01/16/18 CD'S RE -ISSUED BD. BOARD, M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED 02/21AB SIDING ELEVATIONS ADDED C.AB, CABINET MTL. METAL, CLG. CUR. CTTLING CLEAR N.T.S. O.C. NOT TO SCALP ON CENTER 03R6/18 CD'S I ISSUED CONC. CPT. CONCRETE CARPET PL F.E. PROPERTY LINE PUSH BUTTON 04/19AS FOOTING REVISION PER M. BOWES 06/11/18 CD'S RE -ISSUED C.T. CERAMIC TILE PH. PHONE D. DRYER PLY PLATE 02l19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) DBL.. D.G. DOUBLE IN GLAZED PLYWD. PR. PLYWOOD PAIR DIA. DTAMETER P.T. PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM. DIMENSION R. RISER DISP, DISPOSAL RAD. RADIUS 03/18/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DF. DR. DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB-) 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELe.) D.S. DTL. DOWNSPOUT DETAIL RM. F.O. ROOM ROUGH OPENING 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) D.w, DISHWASHER S.C. SOLID CORE FXT DR P.A. EACH S.D. SMOKE DETECTOR 06/21/19 ADDED LED LIGHTS 9 KITCHEN t BATH PER MARK BOWES ELEv. ELEVATION S.H. SINGLE HUNG EQ. EXH. EQUAL EXHAUST SHE SHTHG. SHEET SHEATHING 01/113/19 - ADDED STONE OPTION ELEVATION C < p (TAMPA) E G.1 ECi./PF . FIX EXTERIOR FIXED GL.A53 S1 . SLM. SHOWER SIMILAR 09/11l19 ELEVATION 'G' SIDING -ADDED LOUVER o GABLE ROOF 10/25/19 ADDED OPT. 8'-O' CEILING HEIGHTS F.G. FIN. FUEL GAS FINISH SI, ST_ GL. SLIDING SLIDING GLASS 01101/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS PLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL. 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS FR. DR. FRENCH DOOR SECTION FTG. GA. FOOTING GAUGE TEMP. THK. TEMPERED GLASS THICK 04/02/00 OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C.. T.O.P. TOP OF CURB TOY OF PLATE 04/09/10 OPT 6-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' E 'M' (0RL) GL. INTERRUPTER GLASS T.O.S. TYP. TOP OF STAB TYPICAL 01/15/20 .ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE 01/01/21 2020 FBC UPDATE H.C. HOLLOW CORE V.P. VAPOR PROOF HET. OR HT HOT HEIGHT HEIGHT W. Wl WASHER WITH 03/03/21 ADDED SOFFIT DETAILS INSUL. INSULATION WD. WOOD INE INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON INDEX OF RAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN— GENERAL NOTES PG AI —FLOOR PLAN - PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY PG WA2—WALL ASSEMBLY PG WA3—WALL ASSEMBLY PG WA4—WALL ASSEMBLY PG WA5—NOT USED PG WA6-WALL ASSEMBLY STRUCTURAL SHEET DESCRIPTION DETAILS DETAILS DETAILS DETAILS DETAILS S1—FOUNDATION PLAN S1.1A—DETAILS S1.2—DOWEL PLAN S1.2A-DETAILS DESCRIPTION S2—LIFT BEAM PLAN AND NOTES S2.1A—DETAILS S2.2A—SAFE LOAD S3—FRAMING PLAN S3.1A—DETAILS S3.113—DETAILS S3.1C-DETAIL S SN1-DETAILS TABLES 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ;�7'umnv. LOT. PHASECREEKSIDE .._.O.._ PROJECT# 04321.200 76R3 MODEL 4EBB "1828-CALI GARAGE SWING: LEFT / PAGE: L COVER SHEET 160 MPH EXP. C ARCHfTEC1F: STATE OF FLORIDA MAR 18 2021 DA ET 03/17/21 SCALE, 1/4"=1'-0" mn GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF•REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301 2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH'/," AMAFLEX. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES I AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND -DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS. 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b. ASTM-Cl063-19a & ASTM-Cl787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DEl MILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. -- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -19a AND R703,7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "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/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. F, ev §J d .oCodC (",)rnp ! ane l r r r ai Eny nat enc„ 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 - • CREEKSIDE PHASE 2 LOT 4�76 UQUA 1A 1 «' • i "18. B GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C • .i MAR 18 2021 MICHAEL C. AN[)EFtSON AR NO 17305 PRINT 2117 DATE: 03 / / 1 SCALE:1/4" V-0° CONTROL DA I E: 12/10/20 (RM) FLAME SPREAD AND SMOKE INDEX FOR WALL AND CS'ILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F6C R302.9.1 THROUGH FMC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION F6G R302.I0.1 THROWN Il R302.105 a r d l' 4” 10'-011 12'_4" 411'7'_411 411 2' S" --- 27'-0' 31 _411 6'-0" I 10'-011 1 10'-411 e0 j COVERED j I LANAI 1 I e�_ee GLCk I (2) 3052-SIP EGRESS ® I 6068 5.G.D. © I (2) 3052-SH El - - --- L u L- — -- L1 DINING LIVIN R ROOM F.-1 BEDROOM #1 SROOM 8'-W CL& 8 -8 GL& B �r 2X8 3: `r AI @ ry n N S'-0" 4`-S' • i 0I n 6'-6"v 4'-4" v 7'-511 wl i V 9J I ry' Vm Q _ �• ® � _��-1R-ISH , BATH #1 ry I C.----------------- V. Q 8'-8' CL& W.I.C. Im b36 I 8-e CLCL TI F SHWR. PAN V. C. I ill 1 ' ,T — — — — � I . --- I I I I �Y U1/ERICL J FoW �`' IOPT.I i i REFI -S 1R-15H— 51NK b24 b36 ' @ IN ;----� A--- KITCHEN -� IR—_I8 -- I II TL 0 LAUNDRY 8'-8' CL& AI 2-a 8'-8' G1Cs 13 c0 N - @ 51_811 6'-0" 2'-4" LL_=-m 6'-S" b36 RANGE PAN. N AI b ry'� I iiii 8'-8' CLG ® I I #4 " ARCH —® _ --`� 3-5HBEDROOM - DEN -_-C a-8'1C1'M-8" u11>8ViiI c! 8 ,NnutK.� � Zr, 11 - d) 1_ 31- 3'-4 2-8" 'jI -a" s �O rR a �i 41 I ,m BEDROOM #3 I I X I 8'-13" CLfx ,y� ry'. MT 31_816_Sl1 3 - - 22'x54' ry ATTIC ACCESS 2Xro WALL OND WC. I a `t BOLLARD II LAY. q I 1 AI 01 % - - @ AS REQ. ro I I ry' BATH #2 6Q r PER BLDG. I I 1 11,4, cm CODE o GARAGE C. B'-8° V. i ry i FOYER 3®68 i� y - 1; BEDROOM #2 36'X12. {!i0 I 8 1„1 814 CLC: 0 i I , TRANS. T1I� I•I _ 5 1/2" 5 I/2" E 3 51 ENTRY V-61 CL& m — 16'-O'XII-0°O.HD. C'�I EGRESS5H 2❑ c 214111 211_411 d 31-101 1 d1_411 m WAt,LS S IS,` 12y 2 2 �i f� U C,ASLE € OO S Ia !0' 1Wa0s5 46° i i I 2 CIABLE ROOFS 10., 0 % 45,> I cis 1 illwt, 4s rt mz 1 &gu. HIP ROOFS 10' < 0 300 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. 10'-8' BRIG. 0 Il'-4' BRCS. SQ.FT. CALC.'S LIVIW Ill SQ. FT. GANAGE 430 SQ. FT. ENTRY 16 5Q. FT. LANAI 80 SQ. FT. TOTAL 2362 SQ. FT. I A/C VOLUME 15120.9 CU. FT. I r• •�F, �;►,rr r r OpBmGS SQUARE Z AND AGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 50,10 O.H.D. 56 5 29.1/-313 12'xl2' SOFFIT 1 5 373/-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. CONTROL DATE OVOV21 SCALE 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRE55 NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ��Fffm_ M0 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 11 ARCH TL. SCALE: I/2 1'-0' BAR CADETAIL SCALE 1/2'=I' 6 euietiv da t o C�m�.li �cR Universal Fngineeeing 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU3BDIV. I.,OT: CREEKSIDE PHASE 2 LOT #76 . • R "18 .1 GARAGE STATING: LEFT PAGE: FLOOR PLAIT 160 MPH EXP. C illlM MAR 10 2021 21,r`a9' // i DATE: 03 17 21 SCALE: 1/4':'-1'-0'1 P EQUAL EQUAL -0 CONTROL JOINT TO CONTROL JOINT CTYF'.) ITYF.) +/-19'-@" BL7G-. HCsT.--- EO. LQ- V SHINGLE ROOF FYPON Lv12X24 OR EQUIVALENT q II � 2D FYPON 12 EQ. EQ. 5KT11X11 OR EQUIVALENT 5 I Al I WAl wA1 WAI 15 8'-8" BRCz. HCzT. A U — _ _ A2 -� WAI 8'-8` BRCz. HCxT. OPT. COACH -0 LIGHT -I, 4B DECORATIVE N SHUTTERS OR A0 A Ncli 0'-0" FIN. FLR.- 8'-8" BRCz. -ICsT �I I�lil�i I�i� A EQUIVALENT I� DID RIL! - 4' RAISED r BAND (TYP.) EN N I 1 '-0" FIN. FLR. FfRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 OFF RIDGE VENT I�6 0'-8" 5R.G. II 4B A II II 0'-0' FIN. �LR. L I I ------- OFF RIDGE VENT I? 14 r � 8'-8' BRCS. HCz- 0 4H I 48 1 \kUA ❑ ❑ I A3 i ITYP. TYP I I rl II 0' -0" FIN. FAR. DEAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH II IF 4B V r I I TYP. r N 0'-0" FIN. FL-R. -�----------------------------------- - - - - - - - - - - - - - - - - - ---- - LEFT LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8 -5" BRCS. HC3T. I'-01 -0" FIN. FLR. 12 11E �6 A 8'-B" BRCS. 4CzT. — S -8" BRG. HGT. 0 ° '� I 0 I -0' �I 4B I A TYP 0' 0" FIN. FLR. --------------------------N I I --- - �0' 0" FIN. FLR. RIGT ElJEVATI®N SCALE: 114 = 1'-0' TEXTURED FINISH N, 2' I'-0' 2' \ 2NI N N DECO. DTL. A SCALE: I/2 = i'-0' MODEL 1828-CALI-4EBB AREA OFATTIC = 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.REQUIREDVENTILATION = 4X 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 NOFVENTS REQUIRED = 3.41 TOTAL ftOF VENTS PROVIDED = 4 SOFFIT VENTILATIONAREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIRI 67.20 o n� iwe:,1 urCoc4� L Compliance ' 0 Un versai Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w V3 0 U w 0 0. 0 F A t-: ti sysDly a� LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT# 04321.200 76R3 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "ACDGHLM" 160 MPH EXP. C ARCHffECT- STATE OF FLORIDA MAR 18 2021 PRINT DATE: 03 17 21 SCALE: 1 /4" =1' - 0" STMET 102 ELECTRICAL LEGEND SYM/\BOL DEFINITION NOTES -(-•-) 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 910V OUTLET 12 OF OUTLET WIRED TO SWITCH IIOV OUTLET EGNIIPED W/GR4D FAUL GFI INTERUPTER (TAMPER RES15TANT TYPE) 220V OUTLET (4) WIRE CONNECTION -{�- WP EXT. WATERPROOF GROUND FAULT -ice- GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. V/4 SWITCH 4-WAY OPER. I-%1 WALL MOUNTED 1-0 LIGHT CEILING LIGHT �L LED CLG LIGHT V!, LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. PAN 1 CFM PER SQ. FT. VENT. FAN W/LIGNT I C:FM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TE D BY BUILDER) 41X2' FLUORESCENT 2-15UL15 WRAP LIGHT AROUND (RECESSED) FLUORESCENT RES WRAP ® LIGHT AROUND AROUN (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT a PANEL METER SMOKE DETECTOR W/ HARDWIpE WALL MOUNTED BATT. BACK-UP SII. SMOKE DETECTOR W/ HARDWIRE_ BATT BACK-UP W/ �..Y CARBON MONOXIDE ETECTOR HARD INTER -CONNECTED c&HALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR C40NDITIOJIW d, A/ DISCONNECT �UN.O. SE THIS SHEET TY TELEvISIOPI JACK CEILING BOX REQUIRED TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RD IN TO BE SUPPORTEDTED IN i✓ CEILINKs FANI/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' STRPENT nnn4 LIGHTINCAESC nnnnnn 3W INCANDESCENT o LIGHT STRIP nnnnnnno 48'INGANDESGENT LIGHT STRIP ,---� FLOOD LIGHT OPT. SECURITY KP KEYPAD HE P8. PUSH-BUTTON FOR CHIMES a --mac-► USB FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE-CONSTNIUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE Ali FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR '1TH EDITION (2020) t NEC 21012 201'T EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. + GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISO 13 FBCR -ITH EDITION (2020) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITW ED (2020). . ALL LAMPS SHALL BE SELECTED BY BUILDER AND JS% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER Far ENERGY CoNeERVATION (RESIDENTIAL— ENERGY EFFICIENCY) 2020, -1th EDITION R404.1 COVERED LANAI CEILING MTD- LIGHT TO BE i INSTALLED, PROVIDE PRE -WIRED J-BOX FOR / CLG FAN OPT. FAN SLY ply N1 Y DINING a BDRM.#1 LIVING m ROOM �� 6'-®� \ \ PI 'RED PRE-WIRED \ CLG FAN CLG FAN I I / GJ F_qp I S.D. (SWITCH IN CABINET lJ'1 I BATH #1 C j W.I.C. !I GFIL_ L \ GFI - _ II � �f W SINK7 ` ..OPT. I I I )C yrti i?EF - OUTLET \ / ---- j - --- ; LAUN.6 c3FIR Dw HITCHEN / L vP � �. L L GFI / ---'� PPAN. --- I RANGE / i� 1.t- I� I � ncL �r.✓=1k� BDRM. #4/ -/./ - L DEN LU \ / HOOD WIRE W/ OUTLET FOR FUTURE MICRO VY J(IT'\J CLG FAN - r"' I � = BDRM.#3 RA A/C I /i I / -� I PRE -WIRED - - I / CLG FAN WH 44 AFF. 44 Ate.P B FOR j I / GARAGE R E 1 J / 1' - COND: BOLLARD // ` - 1 AS REQ. PER BLDG. WALL MOUNTED -- CODE LIGHT W/SWITCH IN / ATTIC BATH 2 ' / 1 S/co! GFI / \ S D. CLG. A - \ METER z OUTLET KEYLESS \ �\ FIELD FIXTURE \ BDRM•#2 FOY LOG. IRRIGATION OUTLET is 45' APP. / CF I GARAGE ENTRY I� PRE -WIRED C \ o-�---P.B. CLG FAN M \ FOR CHIMES OPT. - - - - - - - - - - - - - - - - - -- COACH LIGHT ELECTRICAL, PLANT SCALE: 1/4' = I'-0' WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 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-#2/0 AL THWN & 1-#6 Ou (G) in 1 1/2" C. Wire Pole I Bkr I Description Watts Circuit Circuit Watts Description Bkr I Pole Wire #12 1 1 20 jExtenorReceptacIeGFIforTUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER :3-#1CuTHWN&1-#6Cu(G)in11/2"C OR3-#2/0ALTHWN&1-#6Cu(G)in1l/2"C. Wire Pole Bkr Description Watts Circuit Circuit 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 8000 Range 50 2 #6 # 12 1 20 Micro / Hood GFI 1800 3 #12 1 20 Small Appliance 1500 5 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 # 12 1 20 Dining Receptacles AFCI 1500 9 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI 900 13 500E Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 #14 1 15 Kitchen, Pantry, & Dining Lights AFCI 900 17 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 1200 Garage / Exterior Us & Receptacles AFCI 20 1 #12 Space 23 900 Bedroom 1 AFCI 15 1 #14 Space 25 900 Bath 1 AFCI 15 1 #14 Space 27 Space Space 29 30 1000 Inigation controls only 20 1 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space - Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 26700 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 42700 First 10000 watts at 100% 10000 Remaining watts at 40% 13080 Total AIC load 1OB29 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 33909 Total Amps (wits / 240 wits) 141.3 General Lighting & Receptacle Load Total A/C Square Feet General Lts & Fee 3 W/ Sq. Ft _ Hi -Hats 1 at 65W/LipM_at 100% _ _ Total General Lights & Reo (Watts) c I 1 I � I I I I a I I I I � I I °L II LED LIGHTING @ DOUBLE LAV. BATH 01 LED LIGHTING SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TF41N/tHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 1M COPPER (CU) IN 1-12" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWIN + 106 CL IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONE;UIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A2P MCB TELEPHONE SERVI(:E I CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENt EQUIPMENT INTERSYSTEM BONDING §,ev ewe„ cur Cc+uF rn TER-11NAL AT LOW mpitance VOLTAGE CONNECTIONS "'' `' -Unlvt rsal Engineedr, Sf..,rirt ...,C I "t CU SERVICE' i3inouND CONNECTED TO C"NCRETE ENCASED POOTER STEEL PER EU GCTRICAL PROVISIONS OF THE FBCR TTH ELUTION 0020). 5/5" DIA X a FT LONG COI=PER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com ®41 AA #: 0003325 1 r EMEMMOMM SUEDIV. LOT: CREEKSIDE PHASE 2 LOT #76 Mori KRA MANIN. ran MODEL, GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C MICHAEL C. ANDERSON AR M1 NO 17305 PRINT 211'7 DATE: 03 / / I SCALE: 1/21"=V-0" I SKEET El I O 6 A 3'-2' i ��- - - - - �L L•.:'' ILA . ,L =i I I '-3. I 1— 1 12'-2' 2�1-LY J N I i _1 L PLUMBING PLAN SCALE; 1/4 = 1'-0' - AI -). A.A.V.L 2' KITCHEN SINK U1/ AUTO VENT 1-1/2' VTR I I i (ALTERNATE LEFT) PLUMBING RISER DIAGRAM P Reviewed for Cods Compliance Universal Engineming Scienrx- 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U W 0 F 0. P4 W 0 F A F: ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT* 04321.200 76R3 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHFECT STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03/17/21 DATE: SCALE: 1/4"=1'-0" SHEET pI 9"1 v 12XI2 BDRM #1 10x6 12XI2 �1 I� J LANAI I DINING ROOM SX4 -- '- — �� CFM BATH #1 �- - I 8X4 4' 45 CF1M 5 8X4 W.I.C. 45 CFM IF, 77 600 CFM 8X4 145 CFM 10X6 ---- �5 cFM DEN R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING% UNDER ATTIC R-30 12xa -- PASS Z THRU 16' GARAGE 10x6 120 CFM LIVING ROOM .� fi 1CFM 0 X. 10X6. 120 CFM KITCHEN - RA J �12XI6 MASORTiE BDR LOUVER M.#3 PLANTATION 180-04 2'8' MAX AIR 584.15 CFM,,, 5' 4t,/ 4'-,/ 8X4 45 CFM 10X6 75 CFM 12X8 PASS THRU`. 45 12X8 I PASS I B2 THfZJ — 120 CF=M BDRM.#2#2 MECHANICAL PLAN ` Comp+e;ceode SCALE: 1/4 = 1'-0' '° S`""C,c ('s OM F W i I S BDIV. & LOT: CREEKSIDE PHASE 2 LOT #76 GARAGE SWING: LEFT PAGE - MECHANICAL PLAN 160 MPH EXP. C PRINT 2117 ()3 DATE: / / SCALE: 1,/4"—f—O" I SHEET i PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 1Od MASONRY NAIL ® 32' O.C. MAX 0'-0. FIN. FLR 2X4 TOP PLATE PIRE-FAB TRUSS 2X4 WOOD STUDS 624' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16 " O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON —BRIG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI_ SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/5' OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' OC. 20 CA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (Z5 GA.) [TO INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ I/4' WOOD TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D� SCALE: 1/2'=1'-0' _ \_ SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 11011 PER ELEVATION TYP OJ �R-4.1 INSULATION ^, WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS / STRUCTURAL ix2 P.T- FURRING — STRIPS o 24'O.C. 8' CMU 1/2' GYP. WL. BD.- WOOD BASE 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 -1TH EDITION, SECTION R301.13 I AND 1609.5.1. A W WINDOW OPENING n TYP. WALL SECTION L NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE- 3/4'=1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905-1.1.1 OF THE FBCR 2020 -iTH EDITION IS 1*4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE ii OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1- ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT DIA. SLEEVE, O NOT CUT EBAR IPE� DO NOT CUT THE BOND BEAM REBARS 2a1PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 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 ,, , a, CMu — CAULK AND SEAL GAS LNE I I' PVC SLEEVE FOR GAS LINE ®' Cm 1/7' GYP. WL. BD. WOOD SASE 2B GAS LINE THRU BLOCK D1 SCALE. V2'•I'-C' --2X4 SPF 24' O.G. MAX.—, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO. MASONRY GALV. STEEL -I TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK BY MAUF. - I' MM. FASTENED TO SLIDE TRACK BRACKETS ROOM W/ PRODUCT APPROVAL R=-a a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT 4 BACKER ROD WEATHER STRIP MOULDMG ALL AROUND(®Y DOOR MANUF.) OVER-IEAD DOOR BY OTHERS 3 1 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS 9 I PRE-ENG WD. TRUSS Ax. I PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW /ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS 9 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE _MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PE SHEET SNi. SECURE FASTENER SCHED ON SHEET \_PRE-ENG. GABLE WEEP SCREED 2x P.T. SECURED STRUCTURAL DET 8' CMU R PER _ ULE TRUSS PER AILS L I �0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.E A W WINDOW OPENING n TYP. WALL SECTION L NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D 1 SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR'305.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103-4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prVvent entry of water into the wall cavity or penetration of Water to the building str0ctural 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 800 or ASTM C920 Clasv 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or Other ap�2roved standard as appropriate for the type Of sealant. Fluid-applieci membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing f-hall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W 03 II W U 4 0 F 4 U h W 4 F A ti SiJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT# 04321.200 76R3 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS ( SHINGLE) 160 MPH EXP. C ARCH11TECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 03 / / SCALE: 1/4 3P-11— 0" SKEET 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 I/W WASHER 4 NU`! OR W/ (2) 1/2' X 8' ANCHOR 15OLT5 W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT - L4, SECURE 2x4 ON-j"" FLAT TO BLK -- W/ MASONRY J NAILS. - SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' of TOP, l0 WITHIN 8' OF THE BTM, — -- - (3) EVENLY SPACED. F NOTES: - ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D SCALE: 1/'•I'-m' Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING 8' CMu 1/2' DRYWALL I'X4' P.T. NAILER DOOR BASING 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" WINDOW 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 W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. I 8' CMU In' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" @)WINDOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. B' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER -1/16' O.S.B. X 4' Mi. 4. ' 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" /1WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.C- MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" @WINDOW TO BLOCK +2 1/4" 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 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 18' O.C- MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES pETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" D, WiN�OW TO Ai.00iC +3" 2X4: QM 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: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEW 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 IW O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK I_N1 8' CMU 1/2' DRYWALL 1'X4' El�rP.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.G_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" @ffiNDOW TO Ai.00K +R" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIK SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER -1/16' 0.5.5. 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 1/4') DOORJAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING. 2X6: cm SECURE TO BLOCK W/l2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I NI , — 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER I' P.T. X 4' MIN. �11 � DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" @WINDOW TO BLOCK +3 3/4" CMU }' DRYWALL Ix FURRING `RIP 2XIO TO DOOR FRAMING 14OLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K REQUIREMENTS KTs 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 U W 41 F Q h SU39DIV. & LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT# 04321.200 76R3 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: / / SCALE: 1 /4"=1' — 0" SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TC BE WIRED TIED TO LATH • 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ® -T' O-C. MAX VERTICALLY I e TO } GAP MIN THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED GT' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM(ONSTALLED PER LATH SHALL NOT BE CONTINUOUS 6 ro e' 6' To e THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM G1063 PROVIDE 2X4 BLOCKING \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOTE. 1. FASTENERS FOR LATH TO BE NAILS OR CONTROL JOINT FALLS ON STRUCTURAL. STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • PT. A 0L FOLD INWARD a PT. A a. CREASE . FIT. B Fol 0 O I. FOLD INWARD . ( a 1 1. FOLD INWARD ® Frr. A PT. A �-' l a. CREASE • PT. B a. CREASE . Pr. B 3. CF�ASE a PT. C 3. CREASE � Pi. C 4. FOLD PT. C OVER PT. B TILL I-T. C TOUCHES BOTTOM FLANGE .-. ® FOLD (�J V T'' LBOrroM FLANC=E WATER TIGHT NOTE: SEAL. FOLD, I2 IF ZIP SHEATHING SYSTEM IS NQT CUT. INSTALLED, PLEASE SEE i' THIc{c 3 COAT CEMENT MANUFACTURERS Pc� ASTTENT �ASTER FRAME),1112' a COAT INSTALLATION PROCEDURES WRBLAYER '2,FORTIFIBER BUILDING PAPER (FRAME ONLY) wc..:.�.., WRB LAYER 01 •,a; �•,:,.�„;., STUCCO WRAP(FRAME ONLY) �. �.. d;•,�. ' "�y: �}""`+'..•r'-. LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE• STOP ir.%: e:••'•.,r. WRB BPPRO2S I A' ABOVE BHMCrLES fFRAI'TE ONLY) ' -. j •f''. "'.': FRAI•IE OR Cm \ v 1 EXTERIOR 5x5 WALL FLASHING ado �Grss ODETAIAI T FLABHR.Ka (am \ FELTINDERLAYMENT— BHIhYaLE ROOFING DRIP EDGE: OVERLAP 3'. EX1ENP IR' BELOW 814EATHI14G, MECHANICALLY FASTEN 4' O4, MAX FASCIA prdAP NatE;_ INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF A WALL INTERSECTIONS NOTE: APPROVED BUILDINGS WRAP SHALL BE LAPPED A MINIMUM OF 6' w VERTICAL LAPS (ROLL ENDS) 4 6' s HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / 'MIN- LAP . METAL LATH i� LATH VERTICAL LAP TO BE I' I METAL LATH WRB LAYER'', STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER I' MIN LATH LAP, 4" OVER ALL LAP 2 APER LAP SCALE: 1 1/2'=1'-0' 4) KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL 'INSTALLED PER MANUF. SPECS) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) STUCCO WIRE AT NTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063- NOTE: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANF. SPECS.) 6' MIN. LAP 4' LAP a LATH 3' LAP • PAPER FOR REPAIR OrTEARS HORIZONTAL LATH IN WRB LAYERS,, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z N —11- 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER _. i�I�9P18. Si�€A.$�31Id5i� OR CMU WRB LAYER 01, STUCCO UJRAP (FRAME ONLY) I� s 8. THICK, 3 COAT CEMENT I PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL UJITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4< WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF y$" T EE 02 SELF -ADHERING MEMBRANE FLASHING WRB LAYER M, -- STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH Wx-' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO F21PE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP - FLASHING TO EXTEND ONTO PIPE '%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. i� f fi� fi� N Ti AT4 ®N lI T/4 I L. C11; 41� I e N.T.Q. DfR/4INAaE PLANE (WfRE5 LANrER #1, S-rUCCO UJl Af=) UJIR5 L)4Yf=-R #2 (F:OfRTF15EfR 5UILDINCz F='AFER) 1"IET)4L LATHX --®X X STUCCO _ WOOD Ofi;P1 i/16II ZIF WALL 5�1E�,T1�IN� SELF-)4DHE51VE FL45HING - - NOTE: 1�ET/4L LATH: LATH TO 5E FER SECTION E� SO. C UT I L I TY OIR NOI„I IN/4L LATH DOES NOT MEET SFECIr-IC/4TION5) y � Rs.etne- r'rC."d; C ITI,;ilancx; y'• Unwers 1 Eng)newing 2194 H WY A1A, SUITE 301 1NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bdesi gngrou p.com AA #: 0003325 SUBDIV. c LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT 04321.200 76R3 MODEL: 4EBB "1828-CA.LI" GARAGE SWIG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AV ARCHREgr: STATE OF FLCrRiDA PRINT 037 21 DATE: % / SC:1/4-"=1'-0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP fll'X, X, i l c." 1 RYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT GAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING v JOINT ALL AROUND Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER #2 0=0RTFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -1 WOOD OR 1/16" ZIP WALL — -I SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTI" I C-841-14a, MIN, 2.5 LBS. PER SQ. 1rARD (UTILITY Of;P� NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC VMS VENT BUILDING PAPER OVER 'QUICK FLASH' I PIPE THROUGH WALL 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' FINISH ro" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES I / NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK— ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYBLEND FOAM At Ct1 "--r-II -�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAf CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T NO MEMBR ENTERS E APPLY TO F, E! APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF '*I - 5T F #3 p •O.O.O , .., O• o ,. o. e o ,. .,.,.,., STEP #5 O ELE 1/16' TIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD Va' TEXTURED CONSTRUCTION I —FINISH a WOOp }.' FASTEN TO WOOD STRUCTURAL MEMBER a 7' O.C. MAX a' CMU 1o' TO V MID -WALL WEEP SCREED t •' zQ EJ W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN —_ — MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO \ SELF -ADHERING x MEMBRANE FLASHING \' APPLY SELF -ADHERING -- MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING Ell -- FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER ST F #4 C TRIC AL R WRB LAYER "l, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TF #6 PTACLE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A h W w U W 0 4 U 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT 76 PROJECT* 04321.200 76R3 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/17/21 SCALE: 1/4"=1'-0" SHEET LEGEND DRAINAGE PLANE (WRB LAYER $1, STUCCO WRAP) LURE LAYER 12 (FORTIFIBER — — — — — 5UILDING PAPER) METAL LATH x x x x STUCCO - WOOD OR -1/1ro" ZIP WALL - 5HEATNING SELF --ADHESIVE FLASHING — — — 2 1/2" �- 14B CORNER � � �J CORNER BEAD (FASTENER E SPACING 6 1" O.C.) Cmu 112" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRI' (P-0 BLOCK Reviewed for Codc. Compliance Urnyersal Engineering Science. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corn AA #: 0003325 ti W rn w 0 U W O F N U w q h 4 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT 76 PROJECT# 04321.200 76R3 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFrECT-. STATE OF FLORIDA MAR 1 9 242i WCHAEL C. ANDERSON AR NO 17305 PRINT 17 213 0 DATE: / SCALE: 1/4"=1'-0" SHEET / 1 1 1 I I 11 / 2x6 SUB -BAND W/1"x4" NOTCH IT END, WRAPPED PEEL 8 STICK DRIP EDGE -1/8" TEXTURED FINISH s WOOD 1/2" TEXTURED FINISH 6 CMU IN 1� I� I� I� f 1 f � 1 � METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL < 1 EXTERIOR WALL �1 (FRAME OR CMU) NOTE: NOTCH FOR 2X6 1 METAL FA 2X6 SUB i Es SUB BAND ONL'r ROOF KICK OUT REMOVED \\ �` FOR CLARITI' ROOF DECK (BE'rOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) `\ I �r � 1 ( )ELEVATION- 1-1/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED FINISH -a CMU / -2x6 SUB -BAND W/I"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER "2, FORTIFI5ER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MA' PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/126 NAILS ro"-all O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL SUB BAND DETAIL (P WALL 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/1Y"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -a ROOF EDGE OMITTED FOR CLARITI' FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAllx4" NOTCH a END, WRAPPED IN PEEL $ STICK *ROOF CEMENT 6 ROOF izDGE OMITTED FOR CLARIT-r 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 ti w U w 0 F 0. U w 4 F A x SUBDIV. 8o LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT# 04321.200 76R3 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFFECT. STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 IfPRINT 2117 DATE: 03 / / SCALE: 1/4"-1'-0" I, 2'-8" I, 16'-0" I, 2'-8" I. I, 3'-10" I, 10'-2" I, 21'-4" I, 4'-4" I. 14'-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 +44", 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. 'INDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #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 90° 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 s 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 Wi-4xW1-4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH _QUANTITY LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" (2) #5's (+)0"-0" FM-1202 12" CONTINUOUS 12" (2) #5's + 0"-0,, FM-12x18 12" CONTINUOUS 18" (2) #5's - (+)0'-0' FM-16x18 16" CONTINUOUS 18" (2) #5's - (+)0"-0" FMC-12x1B 12" CONTINUOUS 18" (2) #5's - VARIES F-24x24 24" 24" 12" s s - (-)0"-4- FOUNDATION PLAN SCALE: 1/4" = 1'-0" SECURE ABC SIMPS❑N WB STRAP T❑ UNIT ROLL STRAP OR CONC. W/ EQUAL @ EACH TAP -CONS C2)CORNER OF AP-C UNIT CONCH `SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL A/C CONNffflON TO PAD DETAIL evkm�d'lb ovc C-omrhalci, Umversal Er ginee0rrV S'e-.i RFR„� 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W U 0 4 U h G F 4 ti SLJHDIv & LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT* 04321.200 76R3 MODEL 4EBB "1828-CALI" GARAGE S VfMG: LEFT PAGE: FOUNDATION PLAN 160 MPH Ea..C) ARCHITECT STATE OF FLORIDA VAR 1 8 2021 MICHAEL C. ANDERSON AR NO 17305 rs`j`" ` DATE: 03 17 21 SCALE: 1 /4"=1' — 0' SHEET s i z STEEL REINFORCING IN GROUTED Q i - CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS QW m� =O U Z 8" CMU WALL (05 m SEE SLAB SCHEDULE EXT. PORCH SLAB- 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • - APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING 0 ih LAP NP PLATE A MIN. OF 48" AND NA4,L W/ 16d COMMON NAILS. 2-MQWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT -$i_u_u TOP OF SLAB SCALE. 3/4"=V-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP RE B .PLATE TO d MASONRY NAIL TAGGERED. VNEC%RS L METAL NOT )UIRED WHEN NO IFT IS PRESENT. E SLAB SCHEDULE 7 , 0 SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY 9 INflOR OUNDATION OD WALL SCALE: 3/4"=V-0" l N O blPLIFT) _Z I:-- STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND > I SPACING REQUIREMENTS mC) 007i W 0' Q O 8" CMU WALL o co Z -SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE I/ AND BAR QUANTITY N A �EXTERIOR MONO -FOOTING W J Do- 5 rn a J Q = _ CO Q = o] F- 00 0 't Z 2 w0 J 0 c� TOP OF SLAB SCALE: 3/4"=l'-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 4" CHAMFER (I-STORY) 6" CHAMFER (2-STORY) • 0 11191 a I I• �� f SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY FOOTING 1 f FM� CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" m TOP OF SLAB j, - '/, ` EQ. ;, EQ. SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL Wl PLAN PROVIDE BLOC r PLATE TO SLAB W/ YfEDGE ANCHOR W,l 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC 69Aff-j69 .I_mI lwm FOR WxD, BA IZE 5� AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=V-0" (W/ UPLI Q w 00ff co 0 � /'�`//`J O 8" CMU W o z / POURED LINTEL CONT. (TYP.) 07 — +- 0'-0" 8" CMU FILLED CELL (TYP.) UF TOP OF SLAB 2X WALL FRAMING EE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" z z — s : MINIMUM EMBEDMENT INTO ATED" COLUMN PAD TS GROUTED CELL, 4" FROM ENDS AND 00 ERED UNDER WALL AND 16" O.C. VERTICALLY MAX RED MONOLITHICALLY WITH DATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY f MBINED EXTERIO MONO -DOTING AND COL. P • • • 0 10 1 • SCALE: 3/4"=V-0" CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF48" 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 W w rr Q SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W,'10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. —SEE SLAB SCHEDULE Eu. Eck. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" t N O UPLIFT) Y� ,} .rah {' t t � i + file �:'!}{➢ka �I � �m�Ei�nrrc sai Engineering 2194 HWY A1A; SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SIrsDIV. & FAT: CREEKSIDE PHASE 2 LOT #76 MAR 18 2821 MICHAEL C. ANDERSON AR NO 17305 PRINT DDT / / 03 '17 21 SC :1/4"=V-0" MEN qr,-r)" DOWEL PLAN SCALE: 1/4" = V-0" 3`x� kcL""I'JJt;u 7�JF s coca_ Es� cG��ptcance i Uniucrsal Engineering;. Srir:r?ces 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUIBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #76 PROJECT# 04321.200 76R3 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN L160 MP�jl EXP. C mmlm�� .- r. MAR 18 2021 PRINT A 03/17/21 SCALE: 1 /4"=1' — 0" I-t- r TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. N HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 181, #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 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) • Z MATCH STEEL REINFORCEMENT v— PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" PVC CHASE D4THRU FOOTING SCALE: 3/4"=V-0" REINFORCEMENT PER SCHEDULE NG #5 BARS ao 8.. Q • 11 Io CMU UNIT DIMENSIONS a ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Revewe f for Cock ;i t7omplIance Unwersal Engineering Sciencees 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r w U a a w O F Q F� SUSDIV. t LOT: CREEKSIDE PHASE 2 L 0 T 76 PROJECT# 04321.200 76R3 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" 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 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG 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 FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 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 f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 — {1) #5 — N,A — GROUTED SOLID N 0 r` r r r r r r r r r r r r r ® 8F16-1T/0M/0B 1 1 I �, I UT 1 ♦♦ �4P 0 1 1 0 ♦ � 0 1 1 � � 1 1 � 1 � 1 �rrrrrr r rr rr 1 00�r r r rrrrr rrr®®®� 8F16-1T/OM/OB 8F16-1T/OM/OBrrr. ; 1 1 ♦ - ♦ 8F24- le --4p 1 i♦♦♦ ♦♦ 1T/OM/OB' I 1 1 ♦ 1 ♦ GT �� 1 1 ®♦ 4* 1 1 ®♦♦ 1 1 ♦® 1 � 1 1 ®®♦♦ ®®®® ml 1 ®® of i ® of 1 ♦ ® �1 1 ♦♦ ✓® O1 I 1 ♦®� % 1 y 1 1 1 1 1 I 1 1 1 1 1 I 1 1 I i 1 1 1 I 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 I 1 1 l0 1 I� 1 0l o 1 1�' 1 ° 1 L1 1 1 1 1 1 I 1 I 1 UNO, PROVIDE B81 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. I 1 I I 1 1 1 1 1 1 I j 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8RF6- 1 1 1 1T/OM/OB 1 1 GT 1 8F8-1 T/OM/0B r r r r r r r r r r r. r r r r r. r r r r r r r 1 1 1 ♦ 1 8F16-1T,/OM/OB 1 L®® r r r r r®. r r r r j 16 r r r r r r r 8F24 MIN.-1 T/OMU1 B 1 T-4" BTM. OF LINTEL @ 7-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN ScJALE: 1/4" = 1'-O" R&vfewed to Cod , C;:mplianm EfIginee ing .. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ZUBDIV.- CREEKSIDE PHASE 2 LOT V76 GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C MAR 18 2021 rZ%.LJN a DATE/ 03 17 21 SCALE: 1/4"=l'—O'i #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL :E1,1110 LLO] 1I o1:] y 1 A SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. ENO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. V WIDTH = # OF #5'S, IN 2ND BOND BEAM COURSE NOMINAL��16-1 "T/ 1 M/0 B 0 PQl HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM IYOF #5'S. BOTTOM AND XFXX - 1T'OM/06 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0MOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL -OPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FF LINTEL TO TOP 0 BEAM, IF FILLED 8x8 PRE -CAST C( LINTEL W/ (1) #5 1 LENGTH OF BAR OPENING-2" OR 8x8 PRE -CAST C( LINTEL, W/0 STE TO PLAN FOR LO PRECAST HEADER(MIN) BOND BEAM TYP.8"x16" BOND BEAM T 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD SIZE . MIN EMBEDMENT 1 1/4") 8" FIR EACH END AND 18" O.C. MAX. 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCQ( OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MI SHANK SIZE.145 MIN H SIZE .300 MIN EMBED 1 1/4") 8" FROM EACH END 18" O.C. MAX. MIN 1-1/4"/ EMBEDMENT SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL #5 #5 2X4 SOLID BLOCKING f�S SECURE TO SHEATHING Wl MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING Q9"T ljmi_wl ARCHWAY FRAMING DETAIL =1 STEEL REINF. OF BOND. BEAM 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bd esi gngrou p. com AA #: 0003325 SlU33DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #76 'oil �::... 4EBB GARAGE SG: LEFT PAGE: DETAILS 160 MPH EXP. C AN, ARCHrFECT �rl'IiSTATE OF FLORIDA PROVIDE #5 BAR EACH SIDE STEEL REINF. OF O LEVATION BOND. BEAM CHA E CHANGE IN MAR 18 2021 ELEVATION OF BOND BEAM SCALE:3/4,,= 6NIC AR NO 173AEL C. 0RSON Z-L`lJN JL DATE 03121 e SCALE: 1/4"=l'--O" ,SHEET �',1m�;lis nee t , lire ma° rE-nginee o A Scl rzcc:s "LOTT° C T '° "C - °° / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD TYPE LENGTH SU8 818-OB 8/16-lT/06 /20-lT/OB /24-lT/OB /28-lT/OB /32-lT/OB TYPE LENGTH 818 PLAIN 8/8 SOLID LENGTH 8/8-1B 8/16-lT/1B /20-lT/1B /24-lT/1B /28-lT/1B /32-lT/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 31-6" 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4' d! PRECAST 514 763 4'-0" 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6°' PRECAST 398 591 4'-6" 1625 5743 7547 6752 6541 7565 51-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5141! PRECAST 411 411 5'-4" 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" 1139 3227 4598 7054 10000 8825 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" 550 1407 1897 2781 3222 3784 11'4" PRECAST 330 544 1312 1742 2252 2868 3630 1 V-4" PRECAST 132 417 11'-4" 544 1312 1742 1 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13' 4°' PRECAST 82 298 13' 4" 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR R NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" 107s 1 1NR 2NR 2NR 15'-4" PRESTRESSED N.R. NR NR NR R NR NR R NR NR 1641 PRESTRESSED N.R. 252 ^ 15'-4" 1014 1 1NR 2 2NR 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-411 PRESTRESSED N.R. 183 17'-4" 300 856 1 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'_4" PRESTRESSED N.R. 125 21'-4" 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22' 0" PRESTRESSED N.R. 116 22'-011 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24`-0" PRESTRESSED N.R. 91 24'-0" 129 450 654 824 1014 1147 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8124-2T 8/28-2T 8/32-2T 1569 3524 4394 5263 6132 7001 PRECAST 1569 3524 4394 5263 6132 7001 PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6079 PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1 1989 PRECAST 430 406 530 653 777 1 872 466 1042 1372 1643 1470 1710 PRECAST 3o3 366 476 587 698 783 440 940 1300 1560 1314 1476 PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 PRESTRESSED 187 326 365 451 587 680 192 506 720 501 1135 1312 PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 PRESTRESSED 124 174 245 302 360 418 124 1 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH; 321-802-3591 www.abdesigngroup.com AA #: 0003325 s S CJ?$DIv 8e IaC?T: OREEKSIDE PHASE 2 LOT76 PROJECT# 04321.200 76R3 MODET. 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES L160 MPH EXP. C ' CTr��ARCH TE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: DAT : 03 17 21 , ClnplEalIG4� Uij, r rS.,E Enginee&g, I SC : 1/4"=V-0" I y FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" 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 / 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, ANDATTIC 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. DISSIMILAR DISSIMILAR TRUSS BOTTOM CHORD WlMIN (4) 1 Od NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING FUH EAUH UHUHU CONNECTION CONNECTOR SCHEDULE CONTROL DATE. 01,121/2021 MiTek SIMPSONSIMPSON MITek USE DES. UPLIFT GRAVITY GRAVITY DES. UPLIFT GRAVITY FASTENER FASTGyR HTA16-18 162s META-15 1450 (8)10d R1"/2"1- PLY, (7)16d 2-PLY, EMBED 4" (8)lOdxll/'2"1- PLY, (6)16d 2-PLY, FMBED4 (2) HTA 16182430 12) META161985 (12) lad x 11/2" 1-PLY, EMBED 4' (lOj 10d x 11/2" 1-PLY. EMBED 4" HTA 16 1870 LETA-16 1810 (10, lad X 1'_/2", (9)16d 2-PLY, EMBED 4" (9)10d x 11/2" 1-PLY, (8)16d 2-PLY. EMBED 4" HTA 20 1870 HUA-20 laid (10) lud x 1112", (8) 16d 2-PLY, EMBED 4" (9) lud 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" (1C) lad x 11/2' 1-PLY, EMBED 4' 2500 1(10) 16d 2-PLV, EMBED 4" (12) 16d 2-PLV, EMBED 4" DUCT -2 1655 LGT-2 1885 BILK (5)1/4 x 3" Wedge -Bolt+Anchors, WOOD (15)10d (7) -1/4" x 21/4" TITEN, WOOD (16) l6d O LUGT-3 3380 LGT3-SDS2.5 3480 CONIC (4)3/8"%5"Wedge-Bolt+ Anchaq WOOD (12) WS2S (12) SOS'1l4x3' TO GIRDER, (4) 3/S"x5"TITEN HD TO WALL Q DHTA-20 2430 DUAL-20 2480 (16)- lad x11/2,1PLYAQERNATE USE OF (2)HTA-20 ACCEPTABLE (18)-lOdxll/2,1PLY 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) lad TO WOOD HUGT2+ 957S HGT-2+ 10690 WOOD 18) 10d, MASONRY (2) 3/4" A.T.R (2)3/4"AiR. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(161 lad TO WOOD H UGT3+ 9860 ACT 3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2)3/4"A.T.R. IN HIGH STRENGTH EPDXY(MIN. 12" EMBED),(16110d TO WOOD LPTA 15iD PARALLEL TO WALL 1470PERPENDICLIIAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICUI.ARTC WALL TO WALL (10)106. 11/2' (10)10dx 1-1/2' MUGT15 39,5 VGT 4940 (1)5/8"A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6)10d PACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(15) SD51/4"x3" HUGT 957P. (2)VGT 7185 (2)5/8"A-T-R. IN HIGH STRENGTH EPDXY (MIN. 12"EMBED),(8)10d (2)S/8"A.7.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"x3" MTW 12 %1, NYTS-12 99U 114)10d x'11/2", (14)10d (14) 10d X 11/2" HTW 16 1355 HTS-16 1310 116)10d X'1 1/2", (16)10d (16) lad X 11/2" HTW 20 1355 HTS-20 1310 (24) SDd X 1112", (2U) lUd (24 Fad X 11/2" HTW 24 1355 HTS-24 1310 ;24) 10d X 1112", (20) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA-18++ 1235 (14)lod (14110d MSTA-12, 1310 PASTA-18++ 1315 (14)10d (14)10d VISTA -24++ 1640 MSTA-24++ 164C (18)10d 118)1Od y, VISTA -30++ 206S VISTA-30++ 2010 (22)lod (22)10d a Q PASTA -36++ 2065 MSTA-36++ 205U (26)10d (26)10d 2 N KSTI236 2765 MSTI-36 3800 (36)10dXl 1/2" (36)lUd %11/2" K151248 5105 MSTI-48 5070 (48)10d X 11/2" - (48) 10d %1112' LFTA6 980 H6 1055 (16) 8d x 11/2", (16) Sd) (8) ad TO PLATES, (8) ad TO STUDS SETS 875 SP4 925 (6) lad TO STUDS (6)10d TO PLATE (6)10d x 1112" TO STUDS MP34 5251N Fl@160% A34 430 (4)Sdx 11/Y' TO BEAM, (4) 8d x 11/2" TO POST. (4)8dx 1112" TO BEAM, (4) ad x 1112"TO POST. HHCP2 680 HCP2 590 (10) lad x 1112' TO TRUSS, (10)10d X 11/2" TO PLATE (12) 10d X 11/2' RT16A 1020 H10A 1040 (9) lUd x 11/2"TO TRUSS, (8)10dX 11/2" TO PLATE (18) lad X 11/2" MUGT15&PHD4A 417S VGT&HDU4 4940 (23)10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-SDS 1/4"x3"TO WOOD,(10)-SDS 1/4%2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY M UGT15&PHD4A 4175 VGT&HD7B 4940 (28)'10d TO TRUSS H 0) WS3 WOOD SCREWS TO POST W/ 5/8' ROD (16)-SDS 1/4"x3"TO WOOD, (3)-3/4"STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 253S 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) l5d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAH66 2455 16005 ABU 66Z 2290 13205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12)16d TO WOOD L7S19 •++ 1205 LTT19 +++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN CONC,, (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)20d TO WOOD L T S20B +++ llUD LTT20B+++ 1500 11) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)lud x 1-1/2TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10)1Dd TO WOOD 2 H1745 4160 HTT4 44S5 (1)5/8"A.T.R. I N HIGH STREN GTH EPDXY (MIN.7" E MB ED) IN CON C.,(18) 16d X 21/2" (1)5/8"A.T.R. I N HIGH STRENGTH EPDXY IMIN. 7" E MB ED,) I N CO NC.,(26) 16d X 21/2" V Z HTT45 5005 HTTS 5090 (1)5/8"A.T.R. I N HIGH STREN GTH EPDXY (MIN.7" E MB ED) I N CON C.,(26) 16d X 21/2" (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY LMIN. 7" E MB ED,) IN CO NC.,(26) 16d X 21/2" a LED Dll+ 14395 2.s Q -SDS 118'0 ('1)1."AT. R-IN HIGH STRENGTH EPDXY, MIN-l0"EMBED IN CONC., (24) WS3 WOOD SCREWS (1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN.10"EMBED JIN CONG,(24)SOS Y"x2h"WOOD SCREWS PHD5A 6525 HD7B 5645 (i) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 718" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD TDXB 7870 h) 7/8" A.B. IN HIGH STRENGTH EPDXY, )MIN. 7'EMBED) IN CONC 3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3. 3475 5330 I LESS THAN I FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DPNA28 J BOLT W AINCHO EMBED & NOT INSTALLED IN FACE.(1411Dd AT JOIST (1)3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, h./Y EMBEDMENT) IN CM.U. TOP, (1) 3/4"' A.FRIN HIGH STRENGTH EPDXY,(MIN-6.75"EMBEDMENT) INC. M.U. FACE, (18) 10d TO BEAM HUS4121F 3615 2710(100%) HUSC412 ON ( ) 3435 2635(100%) 110)16d TO HEADER, (10)16d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 332S(125%) 3220(125%) ol HD4101F (LMU) 1950 3080 HUC410 (CNIU) 1800 4500 (18)1/4"x3 WS3 5CREWS,(10) 10d TO W000 USE (20)3/16" TAPPER, (10) 10d TO WOOD D, (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO EMU, (10) 10d TO WOOD: Z G _ HD210-21F(CMU) 1950 3080 -2 (CMUI 1800 4500 x 3 WS3 18 1 SCREWS, 10d TO ( ) WOOD. LISP (20) 3/16"" TAPPER., (10) 10d TO WOOD PS) 1/4'x2-3/4"TITEN(9 PER FLANGE) TO �U,(10)10d TO WOOD. HD21U-31F CMU ( ) 2795 5015 HUC210-3 (CMU) 1800 a500 (18) 1/4"' x 3"" WS3 SCREWS, (10)10d TO WOOD. USP(20)3/16""TAPPER+, 110)lOd TO WOOD 18' 1/4 x 2-3 4" TIT EN l PER FLANGE TO E ( i / / ( ) AMU, (10)1Ud TO WOOD: LGUM26-2 2125 5055 LGUM26-2-SUE- 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWSTO WOOD F A.MING PLAN SCALE: 1/4" = V-0" "l Q -7 7 U U cornpimIl pionrversnEngineefing 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 , _ .,� _ r, �ICREEKSIDE i Ravi�I f 4 . . GARAGE SWING: LEFT PAGE: FRAMING PLAN 16� EEC MAR 18 2021 PRINT DATE: 03 17 21 SCALE: 1,/4"= V — 0" r s. ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" 0/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "SHEATHING (1) SIMPSON HETA16 - # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 1Od TO 12) 16d x 1 '-" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 1" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) S x 2 1/4" TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON 10d x 3N HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. EDONSIMPSON HTSM20 INSTALLED ON - PRE-ENG TRUSS WITH (12) 16d x 3 z" NAILS TO GIRDER Wi 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE CONNECTOR IUL OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1 /4" x 2 1/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS - A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/(3)16d 4" x 2 z" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, ix2, 2x WOOD FASCIA (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C - FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITHIt AND APPROVAL GALV. COMMON NAILS. (2) z x 5"TITEN HD TO CMU AND (18) SDS a x 3" 1x2 SECURED W,` 10d MASONRY BONDRSCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV. COMMON NAILS 12" O/C BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SEE SCHEDULE4 SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = U:1810 LBS. L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS. 1-:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1 a 1 b 1 c SCALE:3`4"=1'-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c 3 GIRDER CONNECTOR(S) SCALE:3`4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 6'-0" MAX (W/1 X4) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) 'X" BRACE @ CENTER OR 10'-0" MAX W/2X4 ( (2) "X" BRACE DIVIDED EQUALLY AN HOLK W/ L W1 ANCHOR BOLT W,r n FROM CENTER TO END. WASHER SET IN HIGH HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 &5 LLI PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" o U o MAY NOT BE STIFFBACK (AS PER O.C. MAX iv a REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS -LLTO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES I SEE SCHEDULE FOR BOND BEAM REQ. 'I lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 SCALE:3`4"=1'•0" PRE-ENG'D TRUSS SCALE:3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4`D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER <2,5.DSGL.STUD FOLLOWING OUTER 1/30F SPAN ONLY 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS 1 SCALE: 3/4"=V-0" 8 SCALE: 11/7 V-0' C MP M'rE niversao Engineenni Sdenws 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 MAR 19 2021 PRINT 2117 DATE: 03 / / SC :1/4"=1'-0" SHEET ,2)a IA PRE -ENO 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 2xB P.T. PLATE W/ 12d's 8" O.C. MAX _"�4 ro 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 O SCALE:314"=1'-0" c "vvW 0 cv cook + i o'mpIieagGL— 2194 H WY Ai.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 im W MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 01721 / / SCALE: 1/4"=V-0] SHEE,u/T¶ ��7y V e ILJ (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) X' BRACE @ CENTER (2) X' BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE - "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE 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 SUB -BAN 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"=V-0" SIDE VIEW VTCR SPACING (1) AT EA PRE-ENGINEER�Lj VALLEY TRUSS CONNECTION S(:ALt: N. I.S. t Cat ''�� rng�9:ancE Sc !C 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 - r • CREEKSIDE P MODEIz 4i a GARAGE SWING: LEFT PAGE: DETAIL; 3 160 MPH EXP. C MAR 18 2021 PRINT DATE 03/17/21 SCALE: 1/4"—f-10"' I GABI= END 41 A.. 'r 'A" f 11 {-- — -----r'4 HIP ROOF 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 FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" 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 ROOF/ WALL/ FLOOR SHEATHING AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN FASTENER f l NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 1 Od RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING 1 6-20 RINGS PER RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS 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.C. 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. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES I, CC J zU) z UU (D O O W Zu Q U U) O z y Z a O N, rn rn fr 0 U W DO 1' U Lj 0 O TYP FXT HEATHING I, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W,) BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)l2d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 3/4" 1 p1U aUo-r LUUM UnUININU ULUCU I U HLL Cnr VJCU rvirrvinrriJ GENERAL NOTES: ,ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTO C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL MECHANICAL ELECTRIC A PLUMBING AND SITE DRAWINGS. CONSULT L, P U G S GS CO SU 0 PROVIDE 6/o AIR ENTRAINED CONCRETE WEATHER R E EXPOSED TO EARTH OR 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 FORM -WORK: 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 /2" 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 Al 0641Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD 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 DRAWINGS. 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" 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf. TOP CHORD -non-concurrent 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 (7 psf wl ASPHALT SHINGLES) Ito 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: 1 Opsf 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 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 WIND: DEAD LOAD SPEED MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) 20) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. 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. 1' 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 REBAR6 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 STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES gLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. 5'TRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fv - 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. 3" FOR CCI CRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-1/2' FOR #5 AP113 SMALLER 2` FOR #6 AND LARGER .,. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 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 REMARKS 8 OC GARAGE DOOR BUCK 1 x2 PT FURRING TO CASE HARDENED COIL 14" DIA. TAPCON MASONRY 1 1 '2' EMBED., 4" END DIST., MASONRY / CONC. NAIL 1 lit" LONG. 9" O.'C WINO OR,' FASTENED TO MASONRY/GONG. GARAGE DOOR BUCK NO WASHER FASTENER 8 O/C OR " 3/8CIA. 16 1 O C 3 DIA) 1 112' EDGE DIST. q" EMBED.. 4" END DIST., S D AL EDOORS CASE HARDENED COIL 1 x PT, SEEE NOTE fi 1 NAIL 1 li2" LONG. STAGGERED INTO MASONRY/GONG. MAS TO PdASONRV/GONG 2' V2" DIA EXPANSION BOLT pq O,C 11:2" DIAL 3" EDGE DIST. wi WASHER WINDOW BUCK CASE HARDENED COIL 9"O,C WINDOW,'DOOR/ FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NOTE NAIL 11,2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3116"DIA. 'TAPCON' 18" O'C 1 .:2" EMBED, 8" END. NONBEARINGWOOD 1 2, EXPANSION 4" EMBED. 4" END BUCK 2x PT. SEF NOTE 6 NO WASHER FASTNER DIS'.., 1 1/2" EDGE DIST. WALL TO CONC. SLAB W! WAS BOLT 24„ O,C DIST.. 3" EDGE DIST. 2x PT WINDOW BUCK J.1 38"PAR x 2 1 B" 9" O/D 4" END. DIST., 1 1I2" PT TO STEEL COL... SEEW.. WASHER STAGGERED EDGE DIST. NOTE6 -- 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. RAF SHALL BE HILTI X-ZF HEAVY DUTY PIN$ 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS ON PAF TO THE SUBSTRATE. mpla ,nGe x W�yl ', .ers2I Engineering 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 C133133DIV.L CREEKSIDE PHA.. LOT • pii=l I A c • ;I GARAGE �7WIR�TG: L P'ali 1' .�T3r1I PAGE: DETAILS 160 MPH EXP. C MAR 18 2021 ,�ll 11 •:'�I • PRINT DATE// 03 17 21 SCALE:1/4"=1'-0°' SKEET I I I. T^ 1. 01 II 11I I III4L f 9 1l1 l lIV,CIV I S N I