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Home My WebLink AboutBuilding PlansSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEWBY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASER ON THE DRAWING SET. DESIGN CRITERIA: - FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOC AND STATE CODES CALC,,'S IST FLR. LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH III SQ. FT. COVERED LANAI 80 80. FT. TOTAL ELEV'S 'W 4 'K' 3233 SQ. FT. A/C VOLUME 22403 CU. FT. ABBREVIATAT00NS REVISIONS ABV. ...ABOVE LAV. LAVATORY DATE� DESCRIPTION 06128AI 2—STORY CMU CONVERSION A/C ADJ. AIR CONDITIONING . ADJUSTABLE. LUM. M.C. LUMINOUS MEDICINECABINET 12/5/11 APPLIED COMMENTS FROM M. SEAY ALT. .ALTERNATE MFR. MANUFACTURER -. AMP BD. ..AMPERAGE BOARD .MIN. M.T. MINIMUM METAL THRESHOLD 01/15/18 BID SET ISSUED CL CAB CENTER LINE CABINET MTD. MIL. MOUNTED METAL. ? 02/13/18 ADDED ELEV. V 4 'K' WITH SIDING PER MARK BOWES ®2/10118 BID SET �-ISSUED CLG. CLR. 'CEILING CLEAR. N.T.S. O.C. NOT TO SC*E ON CENTER OMI/18. FOOTING REVISIONS PER M.'50JES CONC. CPT C T CONCRETE CARPET - CERAMIC TILE PL P.B. :. PIT. PROPERTY LINE PUSHBUTTON PHONE 08A1118 ADDED VALLEY FRAMING DETAIL, UPDATED 5OLLARD DETAIL LL D. �'� DBL. D.G. DIA �. DRYER DOUBLE DUAL GLAZED DIAMETER PET. PLYWD. PR. P.T. PLATE PLYWOOD PAIR PRESSURE TREATED 01/16/19 DETAIL- 'ADDING 13AR TO 15CIND 5EAM' ADDED TO 81.2A . 02/2649 PLAN MAINTENANCE 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM -i DISP DIMENSION DISPOSAL R. RAD. RISER.. RADIUS 04/2549 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER. WILL 5ATSON DP. DR DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR ` 04,1 19 REVISED HVAC VOLUMES ON SGFT CALC SCHEDULE U.S. :DOWNSPOUT RM. ROOM UTL 'I D.W. <DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID COREEXTDR 04/26/19 UPDATED LEDGER BOLT SIZE 4 SPACING EA ELEV - EACH - ELEVATION S.D. S.H. SMOKE DETECTOR SINCiLEHUNG 06A9A9 REVISED [-JOIST LAYOUT 06/21AS ADDED LED LIGHTS TO KITCHEN 4 5ATHROOMS PER MARK BOUIES EQ. EXH EQUAL .EXHAUST SHT. SHTHG. SHEET SHEATHING 09JI9/19 LEDGER BOLT SPACING. REVISED EXT. F GTX.I -EXTERIOR `FIXED. GLASS - SHWR. Sim. SHOWER - SIMILAR 11/15n9 I ADDED COCOA PLUMBING RISER F.G. FUEL GAS SL. SLIDING FIN FLR-FLOOR II FINISH SL. GL STD: SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR FR. DR:.I:. FLUORESCENT FRENCH DOOR. SWS SHEAR WALL SECTION 05A1/20 REVISED STAIRCASE AND STAIR SECTION DETAIL 01/01/21 2020 FBG UPDATE FTG GA FOOTING GAUGE TEMP. THK. TEMPERED GLASS THICK GAR. DJSP -.GARBAGE DISPOSAL T.O.C.TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P.TOP OF PLATE INTERRUPTER TO.S TOP OF SLAB GL GLASS TYR - TYPICAL GYP BD. GYPSUM. BOARD U.N.O. UNLESS NOTED H.B '.. HOSE Bill OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF - HDR. HEADER W. WASHER HGT. OR HT HEIGHT Wi WITH INSUL:. INSULATION WD. WOOD INT. INTERIOR . WDW WINDOW W;H WATER HEATER W.I. WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-FIRST FLOOR PLUMBING PLAN PG P2-SECOND FLOOR PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1..2A-DETAILS PG S2-FIRST LIFT BEAM' PLAN AND NOTES -g PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN -+ PG S3.1A-DETAILS 21 PG S3.113-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR, DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN I PG SNI-DETAILS DESCRIPTION Reviewed for Code Compliance Universal Engineering Sciences DESCRIPTII'jJ.N 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E"ur s g. CREEKSIDE PHASE 2 LOT #95 GARAGE SWING RIGHT ]PAGE: COVER SHEET 50 MPH EXP. C, ARCHITECT: STATE .OF FLORIDA C f� MAR 19 71)f WCN-�A€UL C. AP0ER'Si AFC N '17305 0-9%. aN L I13 04 1 DATE: M GENERAL NOTES WIM IKORIc 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 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTERS, 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 Y2 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 CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWAWFLOOR 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 3/4" PVC (SCHEDULE 40), INSULATED WITH'/," AMAFLEX. S. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECTIENGINEER. 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 CMPORTS T. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL DECK, PA AND ASSOCIATED WORK I T BE PERMITTED C , S SSOC 0 S 0 SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26032. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOILAPPLIED 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 EMRIOR 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 APREVENTATIVE TREATMENT T NEWCONSTRUCTION. P N MPL TI F 0 UPON COMPLETION ON 0 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 3. AS PER SECTION R302 5 2: DUCTS IN THE GARAGE -AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF'A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" 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-C1787. 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 V2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLF;,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 HORIZ&i ITAL LATH AND PAPER DETAILS WHERE THE SEPARATION .ISAFLOOR-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-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7 EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" 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. Reviewed for Code Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �1 I I fil r „I I I I I Ia i "I I 4y r 'II h I` '1 I; E r UI3DIV. & "1` Fa CREEKSIDE 2 NPHASE LOT #95 n u ROJECT# 04321.200 095R1 i. 4EHI3 I "2605-HAYDEN" GARAGE SWING: RIGHT t PAGE: � GENERAL I# NOTES f 1 k � j j�'"'83I � flvT P � F R " CI" Iff ECT• STATE OF FLORIDA i V A / _ Iy MAR 0 91 ' MIGkCAc1 E_E. A14DERSON AR f4d-17305 PRINT DATE: 03 04 21( SCALE: 1/4"=1'-0" SKEET i �T G JL � FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN --- — ACCORDANCE WITH SECTION NBC R302.9.1 THROUGH NBC R302.9.4 �'-10", 0'-0" FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN_4" 7_4" ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 K dbfAT � --------LA I;COVEMIf LM AI 10'-011I � I i I I I I e m m ROOM V-8' CLG. I 1 21'-4" i A MIN (2) 3052-SP ROOM 64, CLG. 3' - 8' ARCH C' 5' - SI" 27'-10' 3' 8" 5'-4" STAIR DATA 16 RISER ® 1.54' S TREADS m 10' �V 3052 ❑2 EGRi 12'-4" BEDROOM #2 8'-8' CLG. (2) 2068 BATHE 8'-8' CLG. 3'-411 2868 SC W.H. 20 MIN. p L/15OLLARD AS REQ. PER BLDG. CODE IIIo GARAGE CIII FOYER 8'-8' CLG. III m 8'-6' CLG. III III 3068 III W/12" III TRANS 2'-10" 6'-0" '-10" C ss B 7'-4" PORCH ------16 —0' X 1'-0' O.H. ----- 0 - - - - - - - - - - - - - o - ---- o: -4" 10'-0" - 1S' -4' x jj3 AV> E € is wit.. x �c 4< v 41. ,�W... GABLE ROO 'S FIGURE Al 01.2( ) COMPONENT AND CLAOD LPG PAE$$URe ZONES ICI I �r N COWPOMW AND CLADDW WID LOADS BASIC WIND E%POSIAIE FOR S SECOND GM OPENNOIS SQUARE ZONE 160 MPH WW NO FEMARB AND TYPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN_ CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 16010 O.P.D. 112 5 31.0/-34b 12'x12" SOFFIT 1 5 313/-49.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATE OIW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. FIRST FLOOR PLAN SQ,FT. CALC. S 16T FLR LIVING 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 431 Ill 80 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV'S 'H' E 'K' 3233 SQ. FT. A/C VOLUME 22403 CU. FT. 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. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN I1/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPA"ZATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN'115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 11TH ED.) 302.1 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUC<•NG DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE: PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS �M W--q Mm u��®m MASONRY FRAME WALL LEGEND W-8' BLOCK. WALL UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK'. WALL UND ON PLANS BRS. INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4' INTERIOR — N LOAD BRCS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Cade Compliance Universal Engineering Sciences 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SiJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. ARCHFTECT' STATE OF FLORIDA MAR Q g 2021- MK3-ML IC. ANDERSON AR NO 17305 DATE 03/04/21 SCALE: 1 /4"=1' — 0" SHEET Al 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J Nk �\%q\\q\ g \; 0 4 O' \U lvblh\'� \ m SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. ARCHrrECT-. STATE OF FLORIDA MAR 0 g 2021 MICHAEL C: ANDERSON AR NO 17305 PRINT DATE: 03 04 21 SCALE: 1/4"=l'-0" 1 SHEET AIA t t s 5 _8 17 4 14'-0" 2�_S s ® 3052-S4 n 3052-SH EGRESS (2) 30511 2- EGRESS SNEI El' I I k z '@ � 1 ? $ IN I_� 0 I I UPSTAIRS = - BEDROOM #S BEDROOM #4 LIMG `r ® 8'-8' GLG. �d) Nt kdn 3-SH 0 3' _ 4" 0 LAV.6 V. ,yD� c0 31_S _ 4'-0" m 2'-0 4'-2" G'V 6'-6" — fY BATH #3 8'-8' GLCs. VIG G r i ro f----- 7f --� OPT. �PT TO I T N i D. ii c W"-� �e TUB/ ; O R t---nI HW A I3W.L2ATTIC II c0 W-C- n IA4� SJ 4� 1R-ISH 3-SH C�8 3f 4 _2'_4 v— BEDROOM#1 c0 ��j 81-8' CLG. 4'-4" 3'-0" 2' 4' 3'-lm" 6'-6 '17 IC 14'-0" °i BEDROOMM KBATH#1 Reviewed for Code e GLG. ® 8'-8' CLCt. �' universal Engineering Sciences x -Z _ L I� m MciNk > �® El O _ © ECsRESS; C. ; SECOND FLOORPLAN s v I , e� GLcs ❑ o SCALE: 1/4 = I'-0' -FRAMED WALL �- -- - O 0 TIONED GARAGE AND CONDITIONED RATION SPACED SHALTLUEEN THE LN HAVEANINSULATION -------_---- I 2040-SH 052-SH 3052-SH R VALUE OF R-13. LINE OF IST TEMfi' ECs�88 EGRESS FLOOR BELOW --- J -CEILING R VALUE TO 13E R-30 INSULATION AHOVE CONDITIONED ------ SPACE. 0'-0" 3'-0" 5'-4' _4a _0 0 -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE 13'-4" 2'-4' 2'-4" S'-@' 3'-8" PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR 18'-0 -OPENING NFOMA ION BLARE TOLERANCES. OW IS DIRELY RFROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED $Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS SECOND FLOOR PLAN SCALE: 1/4 = I'-0' ■v.��evm ■o■��Om ■0■��00 ■I]■��IIIIIIII�II� I��IIIIIII�® IIIII_-®-II_ L94 HWY A1A, SUITE 3( IDIAN HARBOUR BEACI FLORIDA 32937 PH: 321-802-3591 /ww. a b d esi gngrou p. co r AA #: 0003325 .g s R 1 , V Ali �I. lj r 9 " k f ti I suBDry 8e L T_ CREEKSIDE E �PHAS� 2 LOT #95 - PROJECT 04321.200 095R1 MODEL 4EHI3 "2605-HAYDEN19 GARAGE S WING" -' RIGHT PAGE: SECOND FLOOR PLAN V 60 MPH EXP. ARCHFECT; STATE OF FLOP) Ka p -2021 4CHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: / / SCALE: 1 /4"=1' — 0" I 710 E F,T SHINGI rm FYF'ON IWX48" `- DECORATIVE SHUTTER OR -- —r EQUIVALENT 2ND FLR_ BRCS.- FYF'ON5KTI f IVA I OR EQUIVALENT I I EQUIVALENT I I I I� I 1r I RAISED I I BAND (TYP.) i i 1� 2 101-0 314" 2ND FIN. FLR. - I- - - - - 8'-15" BRG. WGT.f, a ENTRY - ki�UA I I ElEd 4' RAISED T`rP. I I SAND (TYP.) I `r I F_ 8' RAISED BAND (TYP.) 0'-0" FIN. FLR.,{ _ I- Nr - - 18'-8" 2ND FLIR _ E3RCs. HGT. I I I I I I L I >m_ MODEL 2605-HAYDEN-4EHB ( Storyj -- -! AREA OF ATTIC _ 1541 SQ. FT, NET FREE VENTILATION AREA �12 REQUIRED 1/ 300 5 REQUIRED VENTILATION AREA 1541 /3W 5:14 SQ. FT. 5.14 739,68 SQ. IN- �18'-8" 2ND FLR. MIN. REQUIRED VENTILATION .4X 739.68 HGT. IN UPPER: PORTION OF ATTIC = 295.872 SQ. IN. .-.�_.. 0' (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN.;PER VENT(net free area) 4' RAISED TOTAL # OF VENTS REQUIRED 2.14 d v BAND ' TOTAL ftOFVENTS PROW DED = 3 r r 6' RAISED SOFFIT VENTILATION AREA 7 SQ, IN. PER I_INEARFT Inetfree BAND area) _—_—_— _—_—_ —_—_ 10'-0 3/4" LINEAR FEET OFSOFFIT REQUIRI 42:27 2ND FIN. FLR: - OPT. COACH LICsHT FRONT ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R703.4 OFF RIDGE 10 -m 314" 2ND FLR.,j, I 1 ` 12 FIN. FLR./BRCS. HCsT. --� ------------------ 8'-8" GLG. HGT. I I - — , - — - — - - — - — - — - — - — - — - — - — 45 A I I I TYP. I I I I I I I I I 4B I I A I I I TYP. I O -0" SIN. FLR. I I I ILREAR ELEVATION SGALt : 1/4 = 1'-0' TEXTURED FINISH Nil n a- 18'-8" 2ND FLR. -� 4'51RG. HST. -- V �10'-0 3/4" 2ND FOR. - - FIN. FLR./BRG HCsT. CLCs. HGT. -_o0'-0" FIN. FLR. WWWON Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com i AA #: 0003325 k? IP r1 s N z F� i gytl i r. �,. � - DIv � T: C CREEKSIDE I PHASE 2 LOT #95 PROJECT* IM 04321.200 095Rl �3 �60DEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT I, PAGE: FRONT & REAR ELEVATION "H" c� I� 160 MPH EXP. _ C € - F 'L0,FYle[_,) : J ' �JTV GUL� MICHAEL C. ANDERSON AR NO 17305 4 tea: PRINT t .. FATE: 03/04/21 Kv SCALE: 1/4"1'-O;" N SIMET ry 3 �_ r(N. FLRJPRG. HGT. ----- CLG. I-4GT. .I I I 4B I A v ' I L f I r L 01-01' FIN Fi Q T 0'-8" 2ND FLR. BRCS. HCst. — 10 -0 3/4" 2ND FLR. N. FLR00 - — 8'-8" HRCs. I-ICsT. _ m ENTRY 01-0" FIN. FLR. OFF RODE VENT LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH RUGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 0 ME POU N FOR FYF'ON BKTIIXII OR EQUIVALENT FLR. BRCS. NCst. -0" ,610'-0 3/4' 2ND FLR 'FIN. FLR./BRCS. HGT. 5RG. N4GT. g ENTRY --- oO'-O" FIN. FLR: Reviewed for Code Compliance Universal Engineenni Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325, r � K I i1 I S� �n t �l P d ri 01 Ul oil ` yUBDIY. .8e LOT- ''a CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: , 4EHB "2605-HAYDEN" GARAGE SWWG: RIGHT Y9`9"""' PAGE: sr# 6 & "HXP. L GI ARCHfTEC?i STATE OF FLORII3A I:1 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 042 DATE: fi SCALE:1/4"=1'—C)" � SKEET I { 4 H 1 ELECTRICAL LEGEND �46YM50L DEFINITION NOTES ,s 125V OUTLET 20 AMP SINGLE POLE =4�) 110V OUTLET Il®V OUTLET 1/2 OF OUTLET WILD TO SWITCH —Q� CyFI I10V OUTLET EQUIPED UWGWD FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4)WHB CONNECTION a _. W EXT. WATERPROOF GROUND FAULT GROUFAULT GFI OUTLET INTERRUPTER St SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT .-� I, LED CLG LIGHT ©,, LED VAPOR PROOF LIGHT O VF VAPOR PROOF LIGHT RECESSED CAN �0--•wy, (g VENT. FAN 1 cFm PER sa FT. I� WILVANITY I CAM PER SO. FT. LIGHT FIXTURE (SFI TBD BY BUILDER) ® 4 FLUORESCENT LIGHT WRAP AROUND AROUND (RECESSED) 4 FLUORESES CENT 2-BULB WRAP LIGHT ARCI)ND (SURFACE MNT.) 2'FLUoRESCENT '_FLUORESCENT p... a0 a 4' TRACK LIGHT PANEL nib METER BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE 6.D. WALL MOUNTED BATL.�UPATT- BACK--UP-UP SMOKE DETECTOR WWLYClWI E�WI�E ® CARBON MONOXIDECARBON M�XIDEE SMOKE DETECTOR BQTT, �U[-UPWit WAR2-CONNECTEDONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL H PENDANT LIGHT 7 NATURAL GAS 1 OUTLET TELEPHONE JACK ry WATER HEATER IGNITION SOURCE @f 4' " DISCONNECT TO BE ELEVATED 10"AFE AIR CONDITIONING TO A� FUND" AIMIN_ DISCONNECTHEE SEE THIS ST iV TELEVISION JACK CEILING BOX REQUIRED JG TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RECURRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION A n•� 24' INCANDESCENT � LIGHT STRIP n n n n n n 36' INCANDESCENT o LIGHT STRIP nnnnnnnn o 48' INCANDESCENT LIGHT STRIP - FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FF5CR NTH EDITION (2020) 4 NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFT1 INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 11H EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD 8-1 BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS 544ALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER par ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 202C. "Ith EDITION R404.1 •o COVE I AI CEILING Mtn. LIGHT TO SE INSTALLED, PROVIDE I J-BOX FOR I �� OPT. FAN OUTLET FOR VENT OR MICRO PAN. ROOM PRE -WIRED CLG FAN I I / >—SWITCH JN CA51NET OUTLET / I FOR DW TO 2ND FL. SWITCH GFI I I II I I 1'i I\ WI • 44' GFI o 44' —GFI I 4FF. APE. 5/CO ' / III FLEX III r✓ J 111 ' PRE-w1RED III FOYER CLG FAN III III I 0 0 El__ F_ GFI PE�FOR IMES � -- PORCH L— — — — — — --.-- — A P.S. FOR GARAGE DOOR 1 1 I f a I�TLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE PRE -WIRED CLG FAN cam, ,9 G� �J �BDRK #2 /50LLARD AS REQ. PER 51 CODE ----------------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 114' = 1'-0" I o o I \---------/ LED LIGHTING C SINGLE LAV. 5ATH 02 $IL 3 METER FIELD VERIFY LOC. IRRIGATION OUTLET e 48' AI WP Panel MAIN - A PANEL:.8/.16wpert. breaker VOLTAGE: 120/ 240V -1Ph MAIN .:15OAmpM.C.B FEEDER 3-#1CuTHWN&1-96Cu(G)inI112"C OR 3-#2/0ALTHWN&1-96Cu(G)in11/2"C Wire Pole Bkr Description Watts Circuit Circuit Watts I Description Bkr Pole - Wire: #12 1 20 Exterior Receptacle GFI for TUG. 1200 1 2 Space #12 1 20 Iingatlon Pump 1000 3 4 Space F 6 6240 A/C C. U. 40:. 2 #8 PANEL - A PANEL: 42 crt. breaker _ VOLTAGE: 120/240V-1Ph MAIN: 150Amp M.L.O. FEEDER 3- #1 Cu THWN & 1-#6 Cu (G) in 1 1!2" C. OR 3 #2/0 AL THWN & 1-#6 C'u (G) In 1 1/2" Cl - Wire Pole Bkr Description Wafts Circuit 1 1 Circuit Watts Description Bkr Pole Wire It12 1 20 Small Appliance 1500 1 2 8000 Range 50.. 2 #6 # 1.2 1 20 Microwave f Hood GFI 1800 3. 4 #12 # 12. 1 20 Small Appliance 1500 5 7 6 4500 Water Heater 25. 2 410 1 20 Refrigerator _... 15M 8 #12 1 20 Dining Receptacles AFCI. 15W 1 9 10 1200 Disposal GFI : 20. 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer IFlax I Hall AFCI 900 13 14 5000 6ryerGFl 311 2 *10 #14 1 15 Living Rm Lana Kitchen, Din Lts AFCI 900 15 16 Space 17 18 1500 Washer GFI 20` 1 #12 #14 1 15 SO & C/O AFCI 900 19 20 1000 Garage Door Opener GFI.. 20' 1 #12 Space 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 - Bedroom #2.1 Bathroom #2 AFCI. 900 24 - 900 Owner's Suite AFCI 15 1' #14 #14 1 15 Bedroom #3.AFCI 900 26 900 Owners Bathroom AFCI 15: 1 #14 #14 1 15 Bedroom #4 /Opt Bed #5&#61 Opt Loft AFCI 900 28 1200 2nd Floor Hall/ STO 2nd FIL Uv/ Laun.ilFCl 20. 1. #12 #12 1. 20 Exten or Lights and Recept GFI 1000 r33 30 1000 Irrigation controls only 20: 1-: #12 Space 32 Space Space 34 Space Space 35 36 Space . Space 37 38 Space #8` 2 35 A/C A. H.0 (Heater 5 KVA at 65%) :5525 39 40 Space _ 41 42 Space Load subject to demand factor calculations line 17600 •27900 1 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 45500 First 10000 watts at 100%o. ' 10000 Remaining watts at 40% 14200 Total AIC load 11763 LOAD CALCiiLATION IS BASED ON PJC NON -COINCIDENT LOAD ConnectedTotal Loa Watts 59 5 Tote Am General' Lighting .& Receptacle Load Total A/C Square Feet 2605 General Us 8' Rec 3 W / Sq. Ft. 7815 Hi -Hats 3: at 65W/LI g ht at 100% 195 Total General Lights & Rack (Watts) I 8010 Ckts# WattskTotal watts General Us & Rec Panel A 1 111 7281 801 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (20292 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS $HALL BE TYPE THHNrTHWN UNLESS NOTED OTHERWISE. POWER COMPA TRANWORIER r�7 )OW)y PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (OU) IN 1-1/2" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. EBReviewed for Code Compliance Universal Engineering Sciences PROVIDE 302/0 CU, THIN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN • 1% CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL E150A/2P MOB TELEPHONE SERVICE I I CABLE E Ny ENTRANCE IIYI 11 SERVICE ETITTRAIEAMCE EQUIPMENT EQUIPMENT INTERSYSTEM 50101"1 TERMINAL AT LOW VOLTAGE CONNECTIONS 1 +4 CU 6ERViCE GROUND CONNECTED TO CONCRPTE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X 8 FT L.I-NG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 f a CREEKSIDE r PHASE 2 LOT #95 OJECT# 04321.200 095R1 MODEL• a 4EHB n 1�GA.VIA!Z;E " 2605-HAYDEN" .Ri psi i, RIGHT ,�,N� �•.rr: FIRST , t� "5 FLOOR ELECTRICAJ d I PLAN 60 MPH E I a �t p ARCHIT� � STATE OF ORDA _ y WlaiAEL -C: A1�DEP Ij AR NO 1,,730 'r DATE 03/04/21 SCALE: 1/4"=1'-0 ' p! SHEET: EI ELECTRICAL LEGEND SYM50L DEFINITION NOTES 1 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET V2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED W/GRdD FAUL INTERUPTER (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION G�FI OUTLET INTERRUPTERT SWITCH SWITCH 3-WAY OPER v/4 SWITCH 4-WAY OPER I—%1 WALL MOUNTED I-0 LICIT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF L IGHT ORECESSED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN UPL IGHT I CFM PER Sd FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESRES CENT LIGHT 2-BULB WRAP AROUND (RECESSED) F7®4'ES FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT *FLUORESCENT 4' TRACK LIGHT 0 PANEL METER P BAIT. BACK-UP S.D. O SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE ® 5/CO CARBON MONOXIDE=j SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO 84ALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A AIR CONDITIONING TOMEE21 TUNA. DISCONNECT SEE THIS SWEET TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRED TO BE SUPPORTED IN CEILING PAN)LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT •Q LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 49'INGANDE8GEN7 LIGHT STRIP FLOOD LIGHT KP OFT. SECURITY KEYPAD HE P.B. PUSH-BUTTON FOR CHIMES @--� USB PORT • LOCATION OF TV JACKS E PHONE OUTLETS $ FANS TO BE VERIFIED • HOMEOWNER PIPE -CONSTRUCTION MEETING. • ALL 15 A 20 AMP BRANCH CIRCUITS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO M LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FEICR ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB,C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. -Ith EDITION R404.1 "F I L— — — — — — — — SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' /__---------201 I I `o LED LIGHTING C DOUBLE LAV. BATH *3 ° � e � ctl ° LED LIGHTING @ DOUBLE LAV. BATH "1 I m ° I1' I LED LIGHTING SINGLE LAV. BATH "4 Reviewed for Code Compliance universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngro u p. com AA #: 0003325 SU DIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHffECT: MAR { 9 2921 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/04/21 SCALE: 1 /4"=1'— 0" �--f.IIIat21My E 2 IM -n° FIRST ®FLOOR PLUMBING PLAN (ALTERNATE RIGPT) Reviewed for Code Compliance Universal Engineering Sciences vTR� I I I I �1.1.ti.1 I 2"f 2 z a z � A.v. LAv we 2 2' TUB Wl PLUMBING RISER DIAGRAM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 �l d A sa �+ f += u t.-- i SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: / / SCALE: 1 /4"=1' — 0" SHEET PI LANAI DINING j ROOM I 1 IIDX6 j 120 CFM I F-1 I II I I II I II I I 111, OI ® ItIDiCFXI`61a-� - u 10X6 120 CFM I — KITCHEN 12' V41 5 CFM i 16 141 i --- IIDX6 4 120 CFM BX4 6' 15 CFM III III FLEX 10, 12X5 PASS STHRU III FOYER III ul III I I I PORCH I — — — — — — — — — — — LIVING 12' ROOM r\ BEDROOM #2 ' 10x6 \ +120 CFM BATH #2� O STOR. 0 FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' GARAGE R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CM - MT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering 91 Sciences SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT* 04321.200 095RI MODEL: 4EHB "2605-HAYDEN" GARAGE SWMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. DATE: 03/04/21 SCALE: 1 /4"=1' — 0" SHEET M 1 1pReviewed for Code Compliance Universal Engineering Sciences I i L- - - - - - - ---------------J SECOND FLOOR MECHANICAL PLAN SCALD: 1/4 = V-0' SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. PER FLR PLAN 1/2' GLG. 1/2' DRYWALL SE:CUi2E BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX 0'-0' _ FIN. FLR. 2X4 TOP PLATE JSS 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.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I'-0' 3 5/5' OR 5 .3/5'1/2" DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/5, OR RECEIVING UPPER/ 5 3/5, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA- METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED I6' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD( 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS i1A1 (NON-BRG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER _vAtION_� PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE m PER ELEVATION 2x FASCIA PER Yf TYP. ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED ' 1/2' GYP. WL. BD.� DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR� _ - a a m. °o a a. d'a SCALE: 1/2"=I'-O' 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 5" DIA. SLEEVE, DO NOT GUT REBAR-i CAULK AND BEAL GAB LINE DO NOT GUT I J' PVC SLEEVE FOR GAS LINE THE BOND e' CM BEAM Ira' GYP. WL GD- REBARS wooD HsAeE91 •'a 2A'�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. MR. n W/ WINDOW OPENING n TYP. WALL SECTION `� la NO OPENING NOTE: PER SECTION FBCR 905.1.1 — FOR ROOF SLOPES 2:12 TO LESS THAN 5 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=I'-O' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6-15_1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED 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.IL 8' CMU — 26 GAS LINE THRU BLOCK D1 SCALE: 1/2'•1'-0' 2X4 SPF 24' O.C, MAX--, SECURE W/ (2) 12d NAILS G EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— r - - - - .�'�.1_ On WOMEN - - Edo CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES i PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD c° . d a a. a m. d W/ WINDOW OPENING A R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS o 24' O.G. 1/2' GYP. WL. BD. WOOD BASE a 1/2' THICK, 2 COAT F'ORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER F'RODUCT GALv. STEEL APPROVAL REa VERTICAL TRACK 1' MIN. BY MAUF. SLID# FASTENED TO TRACK BRACKETS ROOM W/ F'RODUCT APPROVAL REQ. CORNER REAP e' CMU SEE STIe1cTUR4L FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 BACKER ROD (LEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ BY GARAGE DOOR JAMBS SCALE: 1 1/2' = I' -0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 3 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT 'N—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. ' PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS a a CMU OL 0'-0' FIN. FLR. TYP. WALL SECTION L NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' Revieweu to Coax Compliance Universal Engineering �•' Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103-4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -11. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. FlUid-applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall Finish. 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIIE PHASE 2 LOT #95 PROJECT* 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SVfMG: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrMCT' STATE OF FLORIDA MAR 0 5 20,21 MICHAEL C. ANDEFISON AR NO 17305 DATE: 03/04/21 SCALE: 1/4"=1'-0" SHEET DI FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 1305.1.1. AS PER FBCR 1305.1.1. ROOF SHEATHING / ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRUSS 24' O.G. MAX. PRE-ENG WD. TRUS EVATION 24' O.C. MAX. — R - i LEVATION METAL DRIP EDGE METAL DRIP EDGE '• BATT INSULATION GATT INSULATION 2x FASCIA PER REFER TO ENERGY ''. REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED I -0 o.H. 5/8' GYPSUM BOARD ELEVATIONS -0 O.H. 5/8' GYPSUM BOARD SOFFIT TYP. OR I/2' HIGH STRENGTH t�P. OR 1/2' HIGH STRENGTH GLG. BOARD VENTED _ CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL R-4.1 INSUL. z Id w rn � O > WINDOW ATTACHMENT w w AS PER MANUFACTURES w SPECIFICATIONS Y� REFERENCE ,. _ •: STRUCTURAL 3/4' T d G SUBFLOOR GLUED AND NAILED O3/4' T E G SUBFLOOR AS PER NAILING 1/2' THICK 2 GOAT GLUED AND NAILED i/2' THICK, 2 GOAT o SCHEDULE PORTLAND CEMENT 11 4 CIL > AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED W DIRECTLY TO ui DIRECTLY TO Ili MASONRY MASONRY _ W PER R 1X2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL 4. R ER LEVA1'I0N LEVATION _ 5/8, GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD GLG. BOARD L VATION a IX2 FIRE -STOP 1X2 FIRE -STOP R-4.1 INSUL- R-4.1 INSUL. N N O p w W � IV �(L WINDOW ATTACHMENT AS PER Reviewed for Code Compliance MANUFACTURES SPECIFICATIONS Universal Engineering Sciences REFERENCE STRUCTURAL 1/2' THICK, 2 GOAT THICK, 1/2' THICK, 2 GOAT ' PORTLAND CEMENT PLASTER APPLIED Ix2 P.T.FURRING PORTLAND CEMENT Ix2 P.T. FURRING DIRECTLY TO STRIPS a 24' D.G. PLASTER APPLIED DIRECTLY TO STRIPS ®24' O.C- MASONRY • 81 CMU MASONRY • 8' GMU 1/2' GYP. WL. BD. ; . -1/2' GYP. WL. BD. WOOD BASE WOOD BASE IX2 FIRE -STOP 1X2 FIRE -STOP C 9. CsRp'DE `" "• LINE a. <'a . d n W/ WINDOW OPENING 1H 2-STORY SECOND FIRST FLOOR FLOOR BLOCK FrCALE: 3/4' =1'-0' - a d d . I • - • a da n WITHOUT WINDOW OPENING 11J BLOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHFECT- STATE OF FLORIDA / f MAR 0 g 2021 MICHAEL C. ANDERSON 1*40 AR NO 17305 PRINT DATE: 03 04 21 SCALE: 1 /4"=1' — 0" SIMET D2 2P.T. y CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X as ANCHOR BOLTS W/ 4' MIK EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT o _ o `-SECURE 2x4 ONE' 0 FLAT TO BLK 0 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR n BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3)EVENLY SPACED. of Io Ix4 P.T. OR 5/4'X4' MIN SECURE THRJ FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT D3 SCALE: v1'.r-®' B' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" H WINDOW TO BLOCK +3/4" OR +5/4" 2X4: 1211 SECURE TO BLOCK W/ 3/I6' 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. 2)(6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: 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. IA B' CMU 1/2' DRYWALL ❑rP.T. 1'X4' 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 +1 1/2" nWINDOW TO BLOCK +1 1/2" D 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM 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 10' O.C. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. B' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER -1/16' OSB.4' MIN. POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" nWINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/I6' 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: CIE SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D INDOW TO BLOCK +2 1/4" 2X4: CEO SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IV 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 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2XB: 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL FT I'X4' P.T. NAILER r DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" gif 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.G. MAX SPACINGS. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 On O.G. MAX SPACING. 2X8: OEM 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. —J A 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 7/16' OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2x4: CM SECURE TO BLOCK W/ 1/44 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: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I NI 8' CMu In' DRYWALL ❑ 1'X4' P.T. NAILER In P.T. X 4' MIN. � DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4 n Reviewed for Code Compliance Universal Engineering 91 Sciences CMU W: p : • y }' DRYWALL W .;.. , t; Lu _^ IX FURRING J RIP 2XI0 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK TI REQUIREMENTS 1 J:� /Krs. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUISDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT - STATE OF FLORIDA MAR 0 9 2021`' MICIiAEL_C. ANDERSON AR N5-17305 PRINT DATE: 03 04 21 SCALE: 1/4"— f — 0" SHEET �3 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Illim AA #: 0003325 6111111 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095RI MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"=1f-0" SHEET WAl 10�"I'i. DRAINAGE PLANE (UJRS LATER 1*1, STUGGO WRAP) UJRB LATER #2 (FORTIF15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUGGO a . SELF-ADHE5IVE 1=LASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5T1"I G-84l-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY' OR NOMINAL LATH DOES NOT MEET 5PEGIFIGAT10N5) FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION `—SEALANT 6 a' CMU A\A_ TOP E SIDES 6B DRYER VENT (BLOCK)` BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEG. METEf VERIFY LO HK>=,y I V r<=LC r: I Y1= STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 13 C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM ' At rm-r''==" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEG. METER GAN OR METER GAN GOMBO OR METER GAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E—Z BEAD OVER 60 MIN GRADE 'D' FELT —PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF '*1 ST F 1*3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH '1/5' TEXTURED FINISH s WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a l' O.G. MAX %' TO V MID -WALL WEEP SCREED �J 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIWz FINISH a MASONRY 7B HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF —ADHERING MEMBRANE FLASHING APPLY SELF —ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 APPLY 60 MIN GRADE 'D' FELT OVER SELF —ADHERING FLASHING OVER APROVED HOUSEWRAP 0 eTF *12 f1 Reviewea our t,au, Compliance ud Universal Engineerir: Sciences WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E f ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP "E� STEP #C OELECTRICAL RECEPTACLE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MIC{-"".AEL C, /iN�RSON AR NO 17305 rscaar JL DATE: 030421 / / SCALE: 1/4"=1'-0" SHEET lei ]LEGEND DRAINAGE PLANE (WRB LAVER #1, STUGGO WRAP) WRB LAYER #2 0=CRTIFI5E1R 5UILDfNG PAPER) METAL LATa 4 STUCCO WOOD OR 1/10" ZIP WALL SHEATHING SELF-ADHEeIVE 1=LA5HING 2 1/2" 14B)CORNER BEAD a CORNER BEAD (FASTENER 4 SPACING g -" O.G.) 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED D IREGTLY TO MASONRY � n Igana 1BReviewed for Cow Compliance Universal Engineed -�r Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r f_ I a. I I SvBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. AND14WN AR NO -17305 rL%494 a DATE: 03 04 21 I SCALE: 1/4"=1'-0" SHEET 2x6 SUB -BAND W/1 "x4" NOTCH G END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH a CMU 1� I I I� I� I 1 I � / 1 METAL FASCIA 1 WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X(o SUB BAND ONLY N, � ELEVATION METAL FASCIA WRAP 2X(b SUES MAND 4)PLAN B ROOF KICK OUT REMOVED �1 FOR CLARITY TROOF DECK (BEYOND) z ��`\VNOT DRIP EDGE, 1" OFF WALL INTO STUCCO) gf=LAN ,4 1-1/8" TEXTURED FINISH a / WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF - WOOD WALL. SUS BAND 2" OFF WOOD WALL 7/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER *2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFINGS CEMENT DRIP EDGE METAL KICK OUT T PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. 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 Ca) WALL W/KIC K— OUT Reviewed for Code. Compliance Universal Engineering 93 Sciences FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. ,V4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WIV22"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT fo ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREFKSIDE PHASE 2 LOT #95 PROJECT* 04321.200 095R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHITECT-. STATE OF FLORIDA /, // /Y � - MAR' a g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/ 04/ 21 SCAT E:1/4" V-0" SHEET WAS Reviewed for Code Compliance Universal Engineenng `4, Sciences Iwo 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'. 39'-8" OTHERWISE. 1'-10 4, REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 10'-0" 2T-10" 3 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS ASn ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER KI Ki SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: FM-12X18 PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL. DRAWINGS. I 100 001 o 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. N N I ao 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGScc F 4" CONC. AND WITH THE MANUFACTURES SPECIFICATIONS. 1( w w a SLAB w I 3 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. O w 11 11.0INDICATES #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL a m REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE 0Elm I El HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. I' FM-16x18 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= w 1 4 30 #6 =36"), AND REINFORCING SHALL BE CONTINUOUS 1 1 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL I`J 10'-0" 11V.811164" 2'-B" REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE 7 SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. I 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: o �cc _ ro� A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION r m -1 0b_ CIDC) EACH SIDE OF ALL OPENINGS D) ALL CORNERS m TOP OFI 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE ILLr o SLAB w REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY CONSTRUCTION VI o SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Finn = 2,000 PSI TYPE 'M" OR"S" U U 00 MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. I` p O N 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 20 5 7 5 11-10" I S-0" OIC MAX. SEE PLAN FOR WWM SIZE: LL INSPECTOR NOTE: 9 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING Z CW-12x12 1'1 I CODE, RESIDENTIAL, 7th EDITION - - - F i� A 00 g o0 167124 0 1 11 un OD O Iu N O II z CWC-12x12 r; m I' ------ (� o wiig - 1... o ~ ILL U ii I In UP TO 2ND FLOOR 4' VC iv a >I� (FIELD VERIFY GH SE �� I ;, 3;_6„ 00 O a 11 W. I 8 EXACT LOCATION) 01_0. TOP OF`r O y 2:1.1 O SLAB h 9 5„ 9, 3, 91-0.1 2.8r 9,-4„ o — 9 IN X 1.1 CL #3 TRANSFER STEEL UI O 0�24 O.C. MAX • 2 N o11011.1 N cc 0'-0"FIN.ELEV. I SLAB ccI FIN. CONE: Ix U co 11 I 2I "? a 4 ILL 1.1 I co 1 -10, 16-0" 2'_1 L FM-16x18 _ Co SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE I{ PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH'30" LEG EACH WAY MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF: T.O.F. k FM-12x18 12" CONTINUOUS 18" SHORT LONG (2) #5's - HU-0' i FM-16x18 16" CONTINUOUS 181. (2) #5's (+)77_] FM-20x18 20" CONTINUOUS 18" (2) #5's FMC-16x18 16" CONTINUOUS 18" (2) #5's VARIES CW-12x12 12" SEE PLAN 12" (2)#5's C 2 12" (2 #5S ' _ VARIES F 24x4 24„ 12" (2) #54S (2) 1 SEE PLAN ID 4 4 • 9.8 . :. WC:41 1 1.17 00 m JI m LL b — FM-16 x18 — o v i w� 4" CONIC. ILL o a sLA6 o0 0 FM 12x18 C) _ _j 11 N o • N '_41' 10'-01, 4 5:_4:' 4:: 20'-4' SECURE 181_01, 21'_8" STRAP TO AIC SIMPS❑N WB I CONC. W/ UNIT ROLL STRAP OR 39'-8' (2)-3/16'X2' EQUAL @ EACH TAP -CONS C❑RNEIR OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION FOUNDATION PLAN TO PAD DETAIL SCALE: 114" _ V-0 00 2194 H WY A1A, SUITE 30-1 INDIAN HARBOUR BEACH iR i FLORIDA 32937 i# 12 PH:321-802-3591 (: www.abdesigngroup.com I. AA #: 0003325 a 1, LA Nil s x <j 4 I F ( I eAF, . . . . . . R%ul a W_ a� CREEKSIDE ;„ PHASE LOT #95 PROJECT# 04321.200 095R1 u ODElz 4EHB' "2605—HAYDEN" C•ARAOE SWINr )j W RIGHT � A FOUNDATION I PLAN I PSI ARCHFrECT- STATE OF FLORIDA IN f/fAR 2'21 BCHARL. ANDER30N 30. XT ®04 Z1 o ,� T- E: Ci&LE:1/4"=1'— ., ZEMIT - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS EL CO Z 8" CMU WALL 0 CI +-0'-0" C0 4 L TOP OF SLAB \—SEE SLAB SCHEDULE EXT_ PORCH SLAB r d. �_4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE .4 —SE SCHEDULE APPLICABLE) Z SEE FOR WxD, BAR SIZE C14 AND BAR QUANTITY J" BOLLARD LAP P PLATE A MIN. OF 48" P PLATE A MIN 0 F AND N L W/ 16d COMMON NAILS, 2- WS,,4V'O/CBTM. 0 1 LAP TO OC R OVER STUD �O 2x4 OR 2x6WOOBEARING — WALL W/ SYP No 2 TUDS SEE PLANS FOR SPACIN SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42' z: z . STEEL REINFORCING IN GROUTED 0- CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS M Lu IL W U) 0 8" CMU WALL C) Cl) + 0,0" TOP OF SLAB. VARIES ZSEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE 0-4 6' EE SCHEDULE APPLICABLE) Z \1 4. FOR WxD, BAR SIZE AND BAR QUANTITY MONO -FOOTING OEXTER'OR GARAGE W 0, NEW REINF. BAR 0 a- SECURED W/ 2- PART 2" CAPPED a < EPDXY. MIN. EMBED GALVANIZED PIPE J Q 8", U NO WIFLANGE @ BASE q 0 FOLLOW ALL MANF. cr SPECIFICATIONS FOR U) < USE AND o 00 4" 4" PREPARATION OF 0 -,1- HOLE. Z cr LLI I -SECURE FLANGE TO SLAB W/(4) 1/4!'X 2 1/4!' - \ b TAPCONS 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. P E TO SVe&kV/1 Od SONRY NAIL 0/. CVT GERED. IIA TIA L METAL C N TORS NOT RED WHEN FT IS PRESENT. SEE SLAB SCHEDULE SEWE SC ' DULE FOR HE WxD, BAR SIZE X�D BAR QUANTITY INTE R FOUNDATION OD WALL SCALE: 314"=V-0" (NO PLIFT) ADDING BAR TO MONOLITHIC FOUNDATION / P 13OURED LI POURED N YP) 8" CMU F L C P.) C P 2X W L FR L MI -1 "CIA. N STB2 BOLTS 5" STB2 BOLTS 5" UM MIN UM E EDMENT INTO T T RO G 0 ELL, 4�'TROM ENDS AND ELL, S L FROM 1 " 0 TI C LLY M X 6" O.0 RTICALLY MAX O INTER R FRAME BRG W L TO BLO K WALL CONNECTION 11 SCALE 314"=1'-0" 30" MIN. EACH WAY 7 MONOLITHIC FOOTING !V V - FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH J f WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS . tt,-v 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 (a. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNFR BARS DETAIL SCALE: 3/4"=1'-10" - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB GARAGE DOOR RECESS --\ Reviewed for Code Compliance Universal Engineering Sciences CURB FOR MASONRY UNITS SET AT ELEV, 01-01, RECESS AROUND GARAGE DOOR OPENING LAPTOP PLATE AMIN. 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 SCALE- 314"=1'-0" VERIFY HEIGHT OF WALL W1 PLAN PROVIDE BLOCKING SECURE BT_ PLATE TO SLAB W/1 Od MASONRY NAIL 16" O/C STAGGERED - ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W_K SEE SLAB SCHEDULE of F -_q_ I E7K] 'T :+T�uP OF SLAB 4 . . .. . . . _- - 1I 77� A - - 4 4. 4m .0 11! .49 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY A INTERIOR CURB FOUNDATION WOOD WALL SCALE 3/4"=V-0" (NO UPLIFT) +_Y-0" .4. TOP OF SLAB A le A , A /_Iw� \—SEE SLAB SCHEDULE z 4 EXT. PORCH SLAB I ?Id_1 I A 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE THRU FOOTING 4 j a. 6" PVC CHASE THRU FOOTING MATCH STEEL �--SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 12 SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 V �v �O.Wmxqftrkk I SUBDIV. 8eIOT� CREEKSIDE PHASE LOT #95 PROJECT# 04321.200/095R1 4EHI3 I"2605-HAYDEN" GARAGE SWING. N RIGHT PAGE: DETAILS 4160 MPH FAXF.-' F. ARCHITE-'T STATE OF FLE-I)FIDA MICHAEL C. ANDERSON, AR NO 17305 PRINT DATE: 03/04/21 SCA,IATA: 1/4"=1"-0" SHEET St. 1A N y rNTEV Reviewed for Codc, Compliance 64, Universal Engineering Sciences 2194 HWY A1A, SUITE 30:1. INDIAN HARBOUR BEACH. FLORIDA32937 PH:321-802-3591 www. a b d esi g ngrou p. com AA #: 0003325 r Sri BDI .. 7 CREEK',�IDE N u PHASE 2 o LOT #95 B PROJECT# fx , 04321.200/095h1 t 17'-411 1 ®DEL 3'-3" 4EHB r.. T RI "2605—HAYDEN" GARAGE SWING: Ell IS �{ 3:_4RIGHT :: ifl i� I 101_01, PAGE. j FIRST pa 2;, FLOOR ,6 0 19,_2„ DOWEL gym; is ft, 111_$1, PLAN i G" 12'4' " r_60 MPH EXP I r f s 2021 WCHAEL C. ANDERSa h" tr FIRST FLOOR 1��o WEL AL x& e w SCALE; 1/4" = T-0" Y PRINT 03/04/21 F DATE: SC . 1/4"=1' 0" SHEET TIE VERTICAL REBAR TO HORIZONTAL Z REBAR W/ 10" HOOK - GROUTED BOND BEAM N .1, VARIES PER ELEV. — .4 .. a. .d a ' e� N CLEAN OUT REQUIRED FOR INSPECTION AA d <d e a ..a d a dA. an HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" wW 0 U j NEW REINF- BAR o_ SECURED W/2-PART a a EPDXY. MIN. EMBED J J 6", LINO FOLLOW ALL MANF. _¢ SPECIFICATIONS FOR O USE AND F= Q PREPARATION OF ,+ Z m Co HOLE. w d p. d d a a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE' 314"=1'-0" OFFSET METHOD HORIZONTALNERTICAL REINFORCING SCALE' 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 46 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 'ER ELEV. #5 BARS [Eao CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" ,F Reviewed for Code Compliance LM Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrrECT STATE OF FLORIDA MAR 0 9 201 MICHAEL G.-ANDERSON L AR NO 17305 J PRINT 2104 DATE: 03 / / 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) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR. SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2 HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND' CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'SREVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER ZF 72 P8S36, .177 ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK (D (2) 2X8 BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS :_ _ E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM.ITOPjlDr SIZE SPACING BB1 MASONRY 3000 8x16 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES IN 8F 16/1 T/1 M/0B FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE F PHASE 2 hf LOT #95 PROJECT# 04321.200 095R1 MODEL 4EHB x� "2605—HAYDEN" .RAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 1_PH EXR AND,HUECI STATE OF FLORIDA MAR 0 9 26Ya� MICHAEL �: bN AR NO 17305 PRINT DATE-. 03/04/21 : SCALE: 1/4" SHEETI I S 2 I NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1#5% 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM I 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. t 3. PLACE MASONRYUNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Reviewed for Code PLACE STEEL HEIGHT. �L Compliance OF REINFORCING L2 Universal Engineering ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND Sciences AS DEPICTED HEREIN STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP.8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r OJ� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL 1#5 #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM / / TOP OF THE LINTEL. 8 / A�r1 �O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK / 2 Q Bx16 DBL. BOND BEAM W/ (1) #5 BAR e BOND BE EACH COURSE 8x8 BOND BEAM TOP OF Q�tJ W/ (1) #5 BAR .� BOND BEAM f Q O F - FILLED W/GROUT 30' TYPICAL I �� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OFAPENING WIDTH # OF #5'S; IN 2ND BOND BEAM, IF FILLED LINTEL. j #5 BAR IN BOND BEAM COURSE SEE NOTE 5 A �_ T/ /O B 8x8 PRE -CAST CONCRETE NOMINAL �� LENGTH OF BAR = WIDTH OF MASONRY ' Q� HEIGHT #OF#SS,TOP OPENING-2' `' BEAM DESIGNATION CORNEo $ BOND BEAM COURSE R IT IS THIS INTENT OR � 2 THAT XFXX- 1T71M/0B INDICATES ADOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE3l4"=1'-0" REINFORCING.OF BOND BEAM AND XFXX- 1TIOMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL. LINTEL, W/O STEEL(L1) REFER ,.. 1 IT IS THIS. ENGINEER'S INTENT TO PLAN FOR LOCATIONS SCALE: 3/4"=1'-0" AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP OF OPENING LINTEL AND XUXX - 1T/OM/OB INDICATES ASINGLE .BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ' AS SHOWN a 3 14' PRE -CAST a N WINDOW z SILL SLOPE OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM WI STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS 4 SILL CONSTRUCTION AT CORNER STEP SCALE ,,/2"=r-o" T G de 0 I o SINGLE #5 CORNER BAR, 30x3O TURNED UP e OR TURNED DOWN INTO STEEL REINF: OF Sa 0 FILLED CELL BOND. BEAM ra 0 1 Ed o :€ \ AT EACH SIDE c TE • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE' de = END DISTANCE se = SPACING. BETWEEN ADJACENT FASTENERS A ROW sr PACING BETWEEN ROWS OF FASTENERS ed = GE DISTANCE STEEL REINF. OF OF ELEVATION BOND BEAM .CHANGE *MUST HAVE OR MORE LONGITUDINAL rs ROWS OF NAILS CHANGEIN ELEVATION OF BOND BEAMDOUBLE STUD W/ 10d NAIL ATTACH NT 7 SCALE: 3/4"-1-0" 8 SCALE: N.T.S. k1 l Y WOMSECTM FI151FAER8WM d, =2" M IN, 2 4" MAA sa=24'MIN, IX M b4 s,=1z'M.2 _ 0IN.22 M de =2 IN, 2 AX sa = 2 4' 9" MAX Q20 - 'MIN, 2 2 AX* Cr a =.4' MIN 212" M de =2" MIN 2 4 MAX sa = 2 4' MI N, 9" MAX 2xB s, =1 z" MIN, 2 z" MAX* ed=4"MIN, 2Z"MAX 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigrigroup.com AA #: 0003325 CREEKSIDE PHASE 2 LOT #95 PROJECT* 04321.200 095R1 MODEL- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT .t _kG : DETAILS 60 MPH EX' . mmmg ARCC T STATE OF FLORIDA MAR p 12 riMARM A DATE- 030421 / / SHEET Ste Z_'t Reviewed for Code Compliance Universal Engineering 93 Sciences "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD TYPE LENGTH SUS 8/84B 16-1TroB ttros ttros ttroB 2-ttroe TYPE LENGTH 8/8 PLAIN 8/8 SOLID 818-1B 16-1T/1 lT/1B 1T11B 1TNB -lT/1B 3'$" PRECAST 1436 952 3114 4217 5321 8428 7531 T-6w PRECAST 689 1024 2465 6113 6385 7708 9031 10000 41-0" PRECAST 1065 700 2305 3125 3945 4765 5W7 4'4" PRECAST 514 763 1961 6113 7192 6524 7827 6751 4'-0" PRECAST 819 533 1T70 24W 3033 3W6 4300 4'-0" PRECAST 398 591 1625 5743 7547 6752 6541 7W5 5'4' PRECAST 931 1247 1999 2560 3123 36M 4249 6-4" PRECAST 411 411 1319 4480 7196 7342 5780 8259 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 1161 3693 5s77 SIM am 5776 6'-8" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 1139 3227 4698 7054 10000 8825 T-W PRECAST 570 � 31 T-0" PRECAST 303 534 WS 2AG8 3220 6491 428 3M 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9-4" PRECAST 192 384 639 1674 2298 3081 4099 4899 10'-0" PRECAST 388 487 1247 1767 1904 2183 2028 101-W PRECAST 151 301 550 1407 1897 2781 3222 3784 11'�" PRECAST 330 544 1312 1742 2252 2888 3830 11'4" PRECAST 132 417 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308507 507 1210 15% 2048 2586 3191 12'-0" PRECAST 111 370 1210 15M 2048 2586 3177 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'4" PRECAST 82 298 414 1045 1365 1732 2316 2805 14'-0" PRECAST 254 388 978 1272 low 1988 2279 14'-0" PRECAST 71 293 390 978 7272 low 1950 2389 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 141-8" PRESTRESSED N.R. 283 458 1079 1429 1824 2277 2712 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 412 1014 1340 1703 2118 2513 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 300 we 1121 1413 1739 2047 19'�F" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 235 736 959 1200 1 1497 1718 21'�" PRESTRESSED N.R. NR NR NR NR NRrNR 21'-4" PRESTRESSED N.R. 125 18o r�8 1038 116822'-0" PRESTRESSED N.R. NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 165 650 784 992 120324'-0" PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 129 450 1 654 824 1014 1147 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8r.&iT &24-1T 8128-1T 8132-1T 8/8-2T 8/16 7T 8/20.2T 8C24-2T 8/28-2T 8f32-2T 3'$" PRECAST lW9 3524 4394 5283 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1383 3000 3815 4570 5325 6079 1383 3000 3815 4570 5325 6079 4'-W PRECAST 1207 25M 3376 4043 4711 5379 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 1016 1808 2374 2944 3513 4084 1016 2276 2638 3399 3901 4084 5'-10" PRECAST 909 1499 1971 2443 2915 33U 929 2080 2593 3107 3820 4133 9-6" PRECAST WIS 1201 1578 1 190 2332 2709 835 lase 2329 2790 3251 3712 T$" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 7-4w PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 430 408 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 368 476 587 69B 783 440 940 1300 1560 1314 1476 I T-4w PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 809 378 717 961 1192 975 1133 PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 1514" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 17'4" PRESTRESSED 187 326 385 451 587 680 192 5W 720 501 1135 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 an 779 900 241-0" PRESTRESSED 124 174 245 302 360 418 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHITECT STATE OF FLORIDA MAR p 9 20 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: SCALE: 1/4"=1'-0" SHEET S2e 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS CONCRETE TO WOOD FLOOR SIMPSON LTA2 W/ (8) 10dx 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILLALL 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17711 0 x 2 7/8" LONG, WITH WASHER @ 16 O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0' FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS GI RDE RITRUSS W/2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AN 2x4 SCAB NAILED TO DIAGONALTRUSS BOTTOM END JACKBRACING/BOTTOM �M\� ACTUAL TRUSS -WEBBING CONDITIONS CONFLICT,-TkIECONTRACTOR SHALL- RLACE- - fld CHORD W/MIN(4) 10d CHORD BRACING L! THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION �e1 DISSIMILAR BOTTOM CHORD BRACING @ END TRUSS MANUFACTURER /ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5(W LBS SHALL BE FABRICATED W/ A 2x6 BTM CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CE ILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. BM1 M CMU WALL W/ SIMPSON LGUM46-SDS W/ (4) V x r THEN HD ANCHORS AND (4) Y' x 2 %a SDS SCREWS TO BM1 TRUSSES W/2X4 GIRDER/TRUSS TRUSSES W/2X4 BOTTOM CHORD W/2X6 BOTTOM BOTTOM CHORD CHORD DIAGONAL 2x4 SCAB NAILED TO IAGONAL BRACING/BOTTOM TRUSS CHORN BRACING/BOTTOM CHORD BRACING W/MIN (4) 10d NAILS CHORD BRACING FOR EACH CHORD CONNECTION l DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR SCHEDULE CONTROL DATE.O]/2I/20]D - MRek USP SIMR50N Mrtek USP SINPSON )f5 VVLIIT GRAVItt Dtl UPLIFT GRAVITY FASTf NEI IAl I fNfR FICA 111. 1611 MFA16 145E -(81 TOd%1 In 1PLY, I 1) CJ L . RIBB 11EME 181'Itl R1/2I-0LY. (ENBELEMBED (21 ETTA'. 1619 11.i (2 META 16 1985 (12)10tlx11/2 lPLY,EMBE04 10110d ll/2"f-V LY,MBf42 - HTA16. Dam RED, 16 lalD 10 lIW x 1 ]/a (e) lfia }PLv 1 EMBED 4•ItYJ (9)IW 11/2"PLY ,(8) 2 PLY, EMBED4" HTA 20 1a. META xo law Il0)wtl 1Y/ IaI1M2PLrE " OM (101I 1'2"2-PLY, IEMBEJ4PLY, UNSEEN' 12 HTA=20 DUSTTOB4, Gi 2' 243E 1655 (2 HET120 C.TJ 2035 (12) 10d X 11/2', 1-PLY, EMBED4MBED4 I1010tl Il/2'lAIY,FMBED4 25CU 1885 EO Rfitl ] VLY EMBED4 ( 1 BLK1/4 3 W tl8 BRtA WO 15 OD 'ill PLY M ] 1/4l/4' 21/4"irtFNWOOD(161Etl LUSTS 338E LGTS S.1 PA. CDNCI413/B %ti' g-3o1 A Iw WIX)p1121 W525 TOWACt 11315/11 J"f OGIRDEE (413/b xS T(21 D1T1m 243E OFTA1211 1F,1'IOc'L1,2 IILYPLTf IFVATt III [LIYTA-20ACClPlA3lE x1 Il8 IOCXJI/2 IYLV gL1fRNATE VSEOf R MtIA•20RCCEPTABLE ITI NJGT15♦ 3•Ari MG. Is. OLI SIP' N-I STRENCTF ER0%I NYI. 12GMBED` 1221 ON TO WONSI 1)14/ A If I N FI G H STRE NG I H I PU%Y TRAIN 12 EIRI IBY I WWD fi OCI I %j3 1O1 m2t w690 1.LOD I a 1 10a MA30 N RY(2)3/4 AiR IT314 ATU NHIFH STRE BOTH f PD%Y'MIN 12 EM3E01,(16)TIRE TO KlK)" FJGTjt 9BIG HIT-3n 1DR. WOOD(H110C MASON RY 121 3/V ATR (2)3/4 A TR IN HIGH STRENGTH EPDXY MIN 12 EMBER) (1611W TONWD LITa I510 PARALLELTOWALL ]4JO PFRPFNpILOIARTO WALL Lrg2 m6 PARAUEITDWAIL m3PERPENDICJLARTO ,NAIL (i0)IN ,11/2 : (lOj IN L]//' MJGTIS. EBRO VET 494E 115%8'A.T.1. INFIGHSTRENGTFEPCRY(MIN.12"EMBED),(4)DOE TOP/(6)III FACE/(12) IOe AACKOFTRUSS (115/0"A.TRIINXIGHSTRENGTHEPOKY(MIN. B" EMBED),(16)5D51/4"YET' XWi 9575 (J)VGI ]1ffi III 5/8"AIT, IN HIGH STRENGTY fPOAY (MIN. IV` EMBED), (3) 10d (211/9' tIN XION STRENGTH TRIM (MIN. 12- EMBED),(32)SIDE 1/4'x3' MTW IJ 965 MTS-IJ SIR 04110tl A VG (1411M. (1410tl X1](T' HTW 16'. 1355 HTS 16 1310 LET 1.x1111 p611W ' (]6l 10d x1 If" IIw20: 11 It HTSIR BDm (24) IWA 1112 •,(m)IN 24uLIPITB' HTW24' ORES X3i4 3310 124) wd x 1112',(20) RM III ICIA . 11/2' ETA 12" 930 CIA 124. 925 UDj IDo (1011M IINA IS- E235 LSTA.1N.t 1235 (14)ILI (In) Ita MSTA 18tt ]3w MSTA-ww ]315 (14)1W 11411M - Ill 24«t 1.0 M1IA14f. i6W. I1811a (18)IN - p 45TA 30tt. BOXES MSTA-SIR w 2050 122)wc (2211M ASTA36tt 2UPS M1IAd6- 2050 (IN RUN (2611W 4C$RI KBODIES 2765 MST(36 380E (11)IN X11/1' 1MURT%1]/2" KTSINA 51. HIM _48 3070 RAI IN IN 1/' (491 LOB X1lnd LFTA6 - 9ED H6 DOE . I'M aM 11/2 -, (I') BY) 880 TO PLATES. (81 Al TOSfUDS SPT4 875 514 US III IN TO STU D51611M TO PLATE (1) TOY it 1/J"10 SI IDA MP34 52S IN F1@1WM A. 43D III) Ed A Ij2" TO BEAM, (4) BE X 1112-TO BUT, (4) 8tlxllJ2°TO BEAM, 148d.t11/2"iONRT_ HHCP2 1. TEAM 3SR BITILtl I3I- TO IRJSS3D IN xv -' TO (BIT r( 1 /' NIE 112J ]cJX1]/2" R116A 10J0 HIBA 1040 (9)10tl% 1112' TO TRUSS, IBI IW%]112 TO PLATE (101 TON X1112" MU6T15 &PXD4A 41]5 WT&HDW 494E (291 IN TOI RUNS,(10, W53 WOOD SCREWS TO I05f W1512 I IT NEEDED R0.) 1111 SDI BIT x3" TO WOOD(1015DS 114 x21/2'W/THREADED ROD, (2) Nil IVWA5XER/2 PLY MOBT11 IN 41/s VGI It HUTA 494E (291106 TO TRUSS,(101 WS3 WOOD SCREWS TO Poi W/5/B THREADED ROD (16) SOS 1/4'X3"TO WOOD IS13/4 STUD BOLTS W/ THREADED ROD, III NURIWASHER/21`ttY PAU. 2535 6]]5 ABU442. 2301 ]]Sc_ (IT It%CAII.INXIG.STRENGTH EPDXY, OWN, T' USEE011NCONC,(12) 1. TOWWD 11) 5/H A T R. I N F I GH S TRfNGI IT EPO%Y (MIN. I EM BE O) IN CON(:., (' I I IM TO WOOD MODEL 2455 ]GOES IXELfifi) 219E 1.1. (1)5/8"ATR.IN HIGH STRENGTH EPDXY, (MIN.7- EMBk3)N COW,(12DAG TO WOOD (3)5/5ADC IN IN CH]IbtNGTH EPDXY,IMIN/ Y MNfD) IV GONG, IIIIIW T.I NGS. ,SIX tw DRE ITT19... 1311 -.(11SIVAi R: IN HIGN STRENGTH EPDX',(MW. T' ENBFD IN[ONO, HJ10tlIDWW0 (13/4"A.T. R.IN N IGH STRENGTH EPO)f/,(MIN:]'EMBED.'IN CUNC., 8)]Ltl TO W000 LT5200»t ]]fp LIT)O"»t 11. (113/FAIR IN"IGH.STRENGIX EPOItY (MIN]"-EMBED'IN CO M.,,(]0110dx140TOWOOD- (1)111'ATD.IN HIGH STRENCIN EH)XY,(MIN. I EMBED:' IN COW,(101 IN TO WOOD "[TIES 416D HTT4 415S (1)5/87T R. IN HIGH STRENGTH EPDXY (MIN J" EMBED) 1% CONC, 1381 IN x 21/2 11)SO ALR. IN HIGH STRENGTH EPDXYD. IN.]' EMI IN CONC, I26pbtl% 2112" HTT45 EGGS HITS. I.S. I fit) SO A I It IN HIGH 9TRENGTP EPDXY (MIN I' ORDER)N GOING, (26) INN 21/i' OISUR A T R INHIGIT S TRIGGTH DROP VIN_(' F MI IN CONC,(26) 16tl%'/I/2" UPXDlII ]4395 HHDp115DS ;HD )'HILL (1) V A TR IN H IBH 5I RENGTH EPDXY, EMBED) M CUNC,(24) W9 WOOD SCRtWS (1)1 A I R IN MGX STNEVL I HEPDXY, (MIN. ]O EMI iN CONC. 24)50E N"x2K"WWI) S[AfWs PHDEA : 6525 HD/13 6645 (lI5/8"A B. IN HIGH STRENGTH EPOW,(MINT' EMBED) INCONC(141 MISS W000XRDAYS - (11 ]/8"q.B. IN HIGH SiRFNGTN EPo%Y'MIN.]"EMBED pN CO.YC, 1313p"SiOpBIXT5i0NgOD: TOM 78M (ll l/A' A B.IN HIGH STRENGTH HOW, (MIN: I" EMBED) INCDNC.OD ORE STUDEDGETO WOOD NFM35%]2U 250E I130 META 3.56%1125 14I5 i330 1111/J I'BOITWMIN 6"EMNfO&N;LESj iHAN4'FROMECGEOFCONCW/.3/4"DIA IPNRAM41/REDHEAD pY NA WIT SLEEVE ANC"�IH UR EOW/IMIN S"tMB EDRRTAIIED IN TACE.1140M AT JOIST 1113/4"AT.RIN HIGH STRENGTH EPO%Y;(MIN .575'EMBEDMENT) INCM.0 TOP, (113/A'A iH WHK'HSTRfNGTF EPDXY, WIY.6.IS'FMNEBMENT) IN CMl1. l All, Dal 16J TO BEAM HUX12lF S 361E I) ONO 3323125E ( HUSCAI2 (W000) 343E 2635(IND (1016tl TO HEADER, (III IN iOtN000 10 ( I16tl TO HEADER, (10)1M iD WOGD 322011Z5% PM]OB I(Ivl(11 195E 308E HUT410 180] 45C0 11811/4 3 W535CPR15,(EO)'I Ctl iO WOOO.USP (201SIT 6"'TAPPERt,)]0110NTOWWD (IHf I/4x2-3/4.. 11IEN 9 PER FIANGEI1b CMU.(]0110o TO WCOO'. H 02102]F(CMU) f9Sb 30g0 HII�IOJ (CMVI YRfO GW Ila)1/4' 3 WS3SCREW5, 11010tl TO WOOD .UW 20)3/16 "'SAPPER0)INTo IDWCOO 118)1/4 x2-3/4-TITEN RE PER FIANGOTOCMU,(1D) 1M DGMILD'. H D210311 MU) 2I95 'S015. (CMU] HUC210d 1a. 4SIR WE)1/4'. 3^W535CREW$QO 1fW iO WODDa USP R%3/]6"' TAPPERt. (1011P1TOWWD (18)IJ4x2d/d"TIifN (9 PER FLANGEITO CMU,(]%]MT04YW0.' L6UM262 212S 606E DOUBT, IS 143E 559E (4)3/8"%4'Wetlge-3olttAn<M1Ors, W00041 WS3 WOW$CREWS (41318 x 4 TITEN HD ANCHORS 12 PER NUANCE] TO CMU,(4) U4X2VEERS SCREWST04VW0 3 r ----------- IN I FIRE DRAFT STOP L- - - - - -- - - 3/4" SUB FLOORS 2X4 NAILER DRAFT PRE-ENG. _7tFOR STO P FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I �I r 3/4" PLYWOOD �I 1 y✓3� L) U �)� DRAFT STOP ;I 1 JLPRE-ENG. FLR. JOISTS CJ1L 11 IIEJ3L 11 CJ1L a II I 1 r M 2X4 NAILER FOR I 1 1 1A I L2G 1A DRAFT STOP 31 y 1 i 3/4" PLYWOOD. _ DRAFT STOP I= J 9' 106 9� OB PLAN VIEW - DRAFT STOP �U II-1-II =-DETAILSTI AI 11 �II II II II II 11 f II 11 II II II II II II II II II II II II II II I I II II ',.. II II II II II II II II II II II II II II II 11 II 11 II II �� II II II II II 11 II II II II 11 II II II II II 'y II II II II it II II II II II II II II I I II I I I I I I �� Reviewed Compliance ompl ade te II II II 11 II 11 II II 11 II II II II 11 II II I I I I Universal Engineering I II II II II I1III1II ��IIII IIIIII 1 IIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIII IIIIIIII I1IIIII1 III III I II1II6 �IIIIIIII IIII 1IIII1 II111I1I I1II I1II II1II II1II - 1 SciencesII II J3 J2 JJ9 Co 11 11 4 2x4 WOOD WALL WI 2X4 WOOD sLP NOiSTUDS WALL @12"OC. SPNOu\ Jul lam/ u u u u STUDS @ u u u n u n u u n n n 11 12" O.C.. r II II BM1 II 2X6 WOOD II II u WALL W/ DBL. II 11 J4 4 STUD UNDER II II II EACH JOIST I� 7111 DBLSTUD 4 II U LL EE II I I � 1 JI U II II 2X4 WOOD WALL W/DBL. II I II II II II PROVIDE DRAFTSTOPPING II 4 II II STUD UNDER II ALONG THIS TRUSS AS TO u E II H JOIST II LIMIT AREA TO1000SF. II n II= f PER FBCR 302.12 II it II II 11 li EE 4 J7 II 1 II= PREFAB TED FLOOR u u n n n n n I I a II _JOISTS aWOO.C_ II II II II II II II II II III IIr� �hr I I I I 71j: 1 I I I I I I 11 1 1 I I I I II I� �' II II II II II II II II II 11 II II___-___-_____-___________ILI II _�� II II I�� )II II it II II II II -'� II II I1 II II II II II II II T ICJ5E_ II II II II II II II II II_ II II F II II II II II II II II 11 II \Q II II II II II 10A II II i l a I CJ3E II II II II II I _1L_L_11 L -1 _� _ II II II II II II II ----------- ,. EJ6E----------- ---- EGE 6 w W W FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com ,'At 0003325 �1 e 5 K to im 4! - P la I,i pip i � I pi f { H F r 13 VIII K 1 Y' � i hi FIE 'i ke � If s4 \1 ' at A r r `J kn BI to 4; 49 svBDIV. 8e LOT: CREEKSIDE k, PHASE 2 LOT #95 r) PROJECT* 04321.20E 095R1 -r l MODEL: 4EHB "2605-HAYDEN" GARAGE SVnNG: RIGHT l PAGE: fin FIRST FLOOR FRAMING PLAN 60 MPH EXP. ARCHITECT. STATE OF FLORID IT .y / / /��/✓ lag r � r / - � n MAR fl 211'11 m WiAEL C, ANDERSON AR NO 17305 PRINT 03 /04 INT 21 LA / SC :1/4"=V-O,E S ET IV 3 l -(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 1 Od x 1 2" NAILS TO TRUSS "ROOF/WALUFLOOR -(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12)16d x 1 2" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE' 'APT SYP #2 2" x4", (16) 1 Od x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0"MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS 1x2 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV: COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = UA810 LBS, C770 LBS (1 PLY) 01 IA B ALLOWABLE UPLIFT U:2365 LBS, L:1430 LBS (2 OR 3 PLY) IkYi C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER CONNECTOR(S) SCALE:3/4"=,'-0" 3/4" T & G SUBFLOOR GLUED AND i SCREWED AS PER SCHEDULE SEWES BACKER BLOCK THCKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS_ 60 (2)1/2" WOOD PANELS 90 2xLUMBER a e a d a a. e: b L PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE '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 PROVIDE BLOCKING 1/2" GYP. WL. BD. ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" OIC, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH \ NOTE: APT SYP #2 2" x 4", (9) 1 Od x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 1Od NAILS; 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS ' 4" X 2 2" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)12" X 5" TITEN HD TO CMU AND (18) SDS 4" x 1 x2. 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2)12'. x 57ITEN HD TO CMU AND (18) SDS 4' x 3" GALV. COMMON NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED W! 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=1'-°" LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 I SERIES BACKERBLACK iHCKWM 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN T' EMBEDMENT TO SLAB & (18)16dx 2-1/2" NAILS TO POST.,' POST TO SIT DIRECTLY ON SLAB < i '..d - d .• a �' a •.d� LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX'(W/2X4) C i` # 1100 UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO NT POURED LINTEL CO # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 1Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL 4 TITEN 2 ANCHORS MIN- 2" COVER & 2" APAR REPAIR OF MULTIPLE MISPLACED `EMBEDDED TRUSS NCHOR SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVERS TRUSSES) 0'-0" TO 30'-0" (1)'W BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1)"X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL 1x4 DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0' O/C / �� END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/(2)10d /+ /DEPICTED SEE PLAN COMMONNAILS ATEACH CHORD BTM. CHORD BRACING INTERSECTION TYP. (,:: 6 SCALE: 3/4"=1'-0" 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=,'-0" (NO UPLIFT) 81� MAX 24' MAX. w!-JOIST 8" END SPACING END (w/I-JOIST TRUSS BRG. OR BTM. TYP. TYPI P. PACIN SEE FRAMING PLAN END OF MAX MAX MAX LEDGER BD. IF K .NOTCH DEPTH 1/4'D - 112" EXP. L (2) 2X8 SYP P.T. a FROM - EDGE (2) 2X12 SYP P.T. 3/4" EXP. BOLT/J-BOLT W12" LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W! 2" HOLE EDGE >5/8" WASHER & 5.112 WIITBE USED H JOIST 1. ENSURE THAT EXR BE USED WITH I -JOIST WASHER & . (!2" %%% MIN. EMBED,(TYP)- BOLTS/J-BOLTS ARE PLACED MIN. EMBED. TYP) .INTO GROUTED CELLS, 8" ALL FRONT HOLE DIAMETER ,: AROUND BOLT LEDGER i• < 2/5'D SGL. STUD 2, SPLICE OF FRONTAND REAR OUTER 113 OF LEDGER SHOULD LAP A MIN OF SPAN ONLY < 400 LBS U < 70 LBS Wl 2 3/4" WEDGE-BOLTIJ-BOLT, 5"MIN. z A- SIMPSON. IUS1.81/16.G 1 ( ) W Z 3. ALL BOLTS TO HAVE WASHERS � HOLE EDGE >5/8" EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 i 4. EXP.BOLTS/J-BOLTS SHOULD (z) zxlz B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. NOT BE ANY CLOSER THAN 6" SYP PT NAILS TO HEADER FL#17241 z 01C. z - EMBED (14)10d GALV. COMMON 5. ONLY LEDGER IN DIRECT C - SIMPSON MIU3.56/16G < 2900 LBS U <.210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT,S"MIN, . EAR LEDGER WITH EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. NAILS TO JOIST (2) 2X8 . CONTACT (R ) REAR e n FL#17241 SYP PT CMU. REQUIRED TO BE P.T.LEDGER-J BTM. J PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" D SIMPSON HHUS7.25/10 G < 4140 LBS; U < 1610 LBS W/ (8) 3/4'' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST -HOLE DIAMETER FL#25749 < 3/5*D DBL. STUD E - SIMPSON MIU4.75/16 G <.3455 LBS, U < 210 LBS W/ (8)3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON' NAILS' TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EIDSPACM CEWMSPA:CM A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL SEE SCHEDULE FOR BOND BEAM REQ. Reviewed for Co& Compliance Universal Engineering k., , , Sciences 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.G. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" CIA. ANCHOR BOLT W 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P,T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED @ 1 U-0" O C MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE` THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. %LTERNATE MATERIALc; SCALE' 3/4"=V-0' 1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 J www.abd0SIgngroup.c0m AA #: 0003325 �a Iri '.1 ,1 ,( �e p F I' i' CREEKSIDE PHASE 2 LOT 95 PROJECTS 04321.200 095R1 MODEL.• 4EHI3 l "2605—HAYDEN" ',, GARAGE S WF.F?R"7 RIGHT r PAGE: �J DETAILS) I —JOIST 60 MPH EXP. C'ZV ARCHrrECT , STATE OF FLORIDA `q .I MAR QMi ; AND'ERSON ALFD NO17SO5 R DA�I°E: 03/04/21 SHEET S3. 1A SCALE: 3/4"=1' T SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS REFER TO NAILING SCHEDULE ON SHEET ` SIMPSON H6 W/ (8) 8d EACH END -- SNt FOR SUBFLOOR COMMON NAILS. EACH END EVERY STUD OR ON REFER NAILING ATTACHMENT TO EACH END OF "BUNDLE" SCHEDULE ON SHEET LEDGER BOARDS OF STUDS SN1 FOR SUBFLOOR ATTACHMENT TO DBL. 2X8 SYP #2 LEDGER. PLYWOOD FLOOR LEDGER BOARDS SEE BOLT SCHEDULE, SHEATHING 8" CMU WALL REINF PER PLAN 8" CMU WALL • REINF PER PLAN PER ELEVATION PER ELEVATION Ah 0 3 p N I -JOIST (SEE gzo= S� UUN I FRAMING PLAN) 0 w Zp w PER ELEVATION w Z PER ELEVATION rI N m (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE 24" M I -JOIST (SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2x4 P.T. CEILING FRAMING PLAN) @ 12" O.C. NAILER W/ MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 1X2 FIRE -STOP @ 12" O.C. I -JOIST — — LVL PLATE STRAPS W110d x 1 1X2 FIRE -STOP 1/2"HDGNAILS SECTION DETAIL SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL I -JOIST PARALLEL TO WALL TO EXTERIOR WALL TO EXTERIOR WALL 2 SCALE' 3/4"=1'-0" SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal PRE-ENG GABLE TRUSS Sciences s 2x4 BLOCKING BETWEEN TRUSSES — PRE-ENG STRAP TRUSS TO PL. AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SEE SCHED. BELOW SHEATHING SEAMS) (BLOCKING ROOF TRUSS TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0zr.;: 2X4 DIAGONAL BTM. CHORD — PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE -ENO ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK .:. W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1i2" HIGH ''i.;,,,. STRENGTH CLGBOARD W/ 112" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 . 4x4l4x6 SYP N0. 2 WASHER SET IN HIGH . U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O_C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 0: PROVIDE BLOCKING 'o SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS WI 10d x 1 112" COMMON NAILS SECURE BT.WEDGE PLATE TO SLAB " FILL ALL HOLES, DO NOT USE 1/ ASH WEDGE ANCHOR STRENGTH TRUSS O ECUSTALLERED .2@10'-@EACH WASHERS2"EMBET IN D MIN. 16' TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10d x 3" EPDXY 5-112" EMBED. MIN. @ 15' � OC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL TRUSS TO POST CONNECTION A -SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • ! B -SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A,T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TOSLAB CONNECTION 9a 9 b SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1.900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-112" NAILS TO POST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT* 04321.200 095R1 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ARCHrrECT-. STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 DAB 03/04/21 SCALE: 1/4"=1'-0" SHEET S3.17TE-3 VTCR SPACING (1) AT EA T ANn F.-n„ n. SIDE VIEW PRE—ENGINEERED VALLEY TRUSS CONNECTION SCALE' N.T.S. Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A, SUITE 30: INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 3: I k II � t'P yyyl �I I �l f d I`i x i7IIDIV. & LOT: fk CREEKSIDE PHASE 2 LOT #95 �s PROJECT# 04321.200 095R1 MODEL 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT A ~� ]PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLOR0A. >-MR -8�2�'1l MCFML C. ANDERSON AR NO 17305 zs PRINT 03/04/21 SCALE: 1/4"=1'-0" SHEET S3eIC 2194 H WY A1A, SUITE 301 INDIAN,HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r r{ hr Y F x. i kr F' I i k d. IP Mw ,3mJ!-..JShc iI a 14: .kmi�%` :nIn 3i �;REEKSIDE PHASE 2 LOT #95 A PROJECT* 04321.200 095R1 Ell MODEL: 4EHB 2605-HAYDEN GARAGE SWING Y; RIGHT PAGE: a,_a SECOND FLOOR �j DECK PLAN �i,l60 MPH UP.. �R AIRCHf6 2 P fir, STATE OF F! -ORVA Tl l MAR p g `0� 4 �, n�ICHAEL'L A�ID�I�ON �� AR NO 1%305 PRINT 03 04 21 A.TE• SCALE:1/4"—f—O" p SHEET i S 4 fa L it N SECOND FLOOR DOWEL PLAN SCALE: 1/4 = 1'-0" N a N 0 LO 0 0 ti Cl) U Reviewed fur Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, 3 FLORIDA32937 PH: 321-802-3591 www.abdesi'gngroup.com r AA #: 0003325 am um ROOM. OEM ffi" 9W. "a L I P« 1q3 flfi I}, i „CREEKSIDE 'PHASE '2 LOT #95 PROJECT# 04321.200 095R1 .MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: 3 RIGHT SECOND FLOOR DOWEL PLAN If 1.00 MPH EXF AR' l-ECT- STATE OF FLONDA -MAR 0 9.2021, a' mAtL C AwEw I' 03/04/21 4 SI ALE: 1/4"=V-0 r SHEET.w( S4. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9, THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O-L = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH / T.O S = TOP OF SLAB ABBREVIATIONS E.E: = EACH END. O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING FBBBB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID 2 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 5 : l.z i.Ee c..0 SJ .•.e:• ra•, ik.. .i<R ti' b i ..... 8 F 16-1 T/OM/OB 0 a .YS Y:; s•n ao „a• �Yr .aa di. ...: lr! n. ,. i . .>.z} Pia: <>.> S�. a.. r M. ...!', . k ' . LPa: 8F16-1T/0M/0B 2 !1 W� :.65 I z 0 r` I: U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" Al �w. • Via. =1 81F16-1T/OM/013 _ o GT <;3 i 4 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ao LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA /I- - MAR 0 g 2021 WFIAEL C. ANDERSON AR NO 17305 iC_xW. A'M ` DATE: 03 04 21 SCALE: 1 /4"=1' - 0" SHEET S 5 Reviewed for Code Compliance Universal Engineering 93 Sciences ml I '1CAST-C f 1'=" / °QUALITY° SAFE L ES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS j SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD- POUNDS PER LINEAR FOOT 1 SAFE PLF LOAD TYPE LENGTH 8U8 818-0B 18.1T/0B 1T/OB 1TroB 1Tro6 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID NAB 18-1T11 lT/1B 1T/1B 8-1MB 2AT/1B T-W PRECAST 1436 952 3114 4217 5321 8428 7531 T-W PRECAST 689 1024 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5587 4'-0" PRECAST 514 763 1961 6113 7192 6524 7827 8751 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 1625 5743 7647 6752 6541 7505 V44" PRECAST 931 1247 i999 2580 3123 38M 4249 5'4" PRECAST 411 411 1319 4460 7196 7342 5780 0259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 1161 3893 5s77 8036 8548 5776 B'-0" PRECAST 692 1139 =7 3031 3707 43M W61 6'-6" PRECAST 410 I 721 1139 3227 4598 7054 10000 8825 T-0" PRECAST 570 3191 3685 71-6" PRECAST 303 534 we 2 8 2M 48M 9'-4" PRECAST 428 833 1 2204 MI 2818 91-4" PRECAST 192 384 639 1674 874 2298 3081 4099 48 4899 10'-0" PRECAST 38$ 487 1247 1767 1904 2183 2028 101$" PRECAST 151 301 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 1312 1742 2252 2888 3830 11'-4" PRECAST 132 417 544 1312 1742 2252 28N8 3552 12'-0" PRECAST 308 507 1210 ism2048 25M 3191 12'-0" PRECAST 111 370 507 1210 15M 2048 25M 3171 13'-4m PRECAST 270 433 1045 1355 1732 2157 2535 131-4" PRECAST 82 298 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 368 978 1272 1806 1988 �� 14'-0" PRECAST 71 293 390 978 1272 1606 19M 2389 14'-8"t PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 45B 1079 - a,1429 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR NR NR NR PRESTRESSED N.R. 252 1o7a 1703 2NR 513 1T4" PRESTRESSED N.R NR NR NR NR NR NR 17'4" PRESTRESSED N.R. 183 300 856 1121 1413 1739 2047 191-4" PRESTRESSED N.R. NR NR NR NR NR NR 191-C PRESTRESSED N.R. 148 2W 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 214w PRESTRESSED N.R. 125 180 598 833 1038 lies 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116� 165 550 784 992 12M 1381 24'-V PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 1n 4W W4 824 I 1014 1 1147 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/18.1T 8I20-lT &24-lT 8/28.1T &W-IT 8/8-2T e/16 2T 8120-2T 8124-2r Wj)6 r 8/3z 2T V-W PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 V-0" PRECAST 1363 3000 3815 4570 5325 6079 1363 3000 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 27(r7 3375 4043 4711 5379 5' r" PRECAST 1016 1808 2374 2944 3513 4084 1016 2270 2838 3399 3961 4084 5'-10"-- PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 V-W PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 T-6' PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2428 2827 3228 7-4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 101-6" PRECAST 350 468 612 755 899 1042 504 1180 1472 1763 1710 1989 1 V-40 PRECAST 430 406 530 653 777 872 486 1042 1372 1643 1470 1710 12'-0" PRECAST 383 355 476 587 us 783 440 940 13M 1560 _ 1314 . 1476 13'-" PRECAST 3W 3W 484 576 645 396 780 1067 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 809 378 717 961 1192 975 1133 14W PRESTRESSED 239 422 506 626 746 865 246 663 9W 1237 1474 1715 15'4" PRESTRESSED 224 387 464 574 684 793 230 616 ON 1134 1353 1572 171-C PRESTRESSED 187 326 385 451 597 680 192 506 720 601 1135 1312 19,40 PRESTRESSED 152 266 348 430 513 595 168 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 300 381 454 527 142 373 537 OW Ole 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 241-0" PRESTRESSED 124 174 245 302 360 418 124 319 455 581 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #' 19-0130.13 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A € 4�;l eel N. :l CREEKSIDE PHASE 2 r LOT #95 PROJECT* 04321.200 095R1 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT SAGE: SAFE LOAD TABLES m j,1T-),TT T, -17T P fl ARCHfiIECT: STATE OF FLORIDA I rl MAR 9 R ?1 r�mu-AEL G. ANDERSON AR NO 17305 T " 03/04/21 SHEET S5> I1N- FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H 10A 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 REVIEWAND 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. 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 TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 0OIU O 0 C? m o � N 0 @ LL :0 CO Z_ U Q 0 o 0 m 0 O 0 V °0 0 0 m o � N U- LL O J Z Z U z Q m o � to IU 0 ti m m y✓j U U U Nil T CJ5 LO co U U U ■1��i�iiiiiiiiiii�iiiiiiiiiiii�i��v1 _ II II II II II II II II II II II II II II ll II — II II II II II II II II II II II II II II _= GT do A8G 1�e \ A7 40 „= I A31 PRE- ABRICATED ROOF TRU ES @ 24' O.C. A2 INC RIDGE ----A1 tiq __ A3 _— 22"X30'" - — ATTIC I ACCESS III A4 =_ - — - — - - — - — - A- A5 u ;7A6 a s �{ GT r � � �'A9G \Q � CJ5 _ II II II `° CJ3 II II II II P�� m GT B2G 0 0 CJ5A \e tiiA CJ1 I) II II II wI wll wAI 11 ll CJ3A _ u I� II II II II II EJ7 > > > 1A CJ1 u p v U w w w ' U ROOF FRAMING PLAN Qf`A1 C•IIA" — V_N' LC) Cl) t U L) U 1 +1 1C 1A 1C o ' v CJ5 CJ3 q CJ1 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Jt SU IV & LOT ?h F CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R! MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 4 1 001 'H EXP. STATE OF FLORIDA �;� MAR`0 9 7� �mIc4E G M-b�ON AR NCY 173b5 21 04 ":. DATE: 03 / / SCALE: 1/4"=1'-0" SHEET GABLE - END "A" X HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL SHEATHING EXPA(24/16)- or. 15/32" STRUCTURAL-SHEATHING-EXP 4 . (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) Bd RING SHANK, PNEUMATIC 2 3/9' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTADHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES w L it o N w Y W U LU O) fV l0 Go o A0=0 n0 T011ac Z q 0 q m 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 W1 BLOCKING @ 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF #8 2" DECK SCREWS @ 6%8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNT"READED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING •I TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: .ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M, MAXIMUM AGGREGATE SIZE SHALL BE 34- - STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL,. ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED R XPOS TO EARTH OR WEATHER 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 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK: 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 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 W 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 BUTARE 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 DI RECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION: THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE 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 H THE"NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE TRUSS DESIGNS SHALLE SIGNED AND 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: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECTIFANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PI-ATE-CONNECTEDREVIEW. 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 DEAD LOAD. DEAD LOAD 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 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 w/ ASPHALT SHINGLES (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 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 WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) .INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 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. 1. 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND. LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGGSS IN N THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR 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 ALL TRUSS TO TRUSS CONNECTIONS. 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 1W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS Reviewed for Code 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 MEN Compliance N10DIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. Universal Engineering SOIL FOR TERMITE PROTECTION. Sciences THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING, - GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. -THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH ME CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM t 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGDiE RAa A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. F y w 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 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 C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', 1-1/7 FOR #5 AND SMALLER T FOR#6AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-112" 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 1x2 PT FURRING TO CASE HARDENED COIL 8' O!C GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 1 12" EMBED., END DIST.. MASONRY / CONC. NAIL i V2" LONG. TO MASONRYICDNC. NO WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. SGp, AL EXT.DOORS CASE HARDENED COIL 9" OfC WINDOW'DOOR/ FASTENED GARAGE DOOR BUCK 3/8" DIA OR 16" O/C ( 3/8" DIA) 4" EMBED., 4" END DIST. I PT, SEE NOTE 6 NAIL 1.112" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRYICONC. 12" DIA. EXPANSION BOL 1 24"OIC (ill' DIA) 3" EDGE DIST. W/ WASHER WINDOW BUCK CASE HARDENED COIL 91 0IC WINDOW/DOORf FASTENED METAL STRAP TO - CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONG . STAGGERED INTO MASONRY/GONG. MASONRY I CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA "TAPCOrr' 18 O/C 1 1/2" EMBED. 8" END, NON BEARING WOOD 12"" EXPANSION 4" EMBED. 4" END BUCK 2x PT SEF. NOTE 8 NO WASHER FASTNER DIST, 1 12" EDGE DIST WALL TO CONO SLAB W/ WASHER BOLT 24' O/C DIST., 8' EDGE DIST. 2x PT WINDOW BUCK 0. 138" PAF x 2 18" 9" DID 4" END. DIST., 1 12" PT TO STEEL COL., SEE NOTES W/ WASHER STAGGERED EDGE DIST N0768 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 1Ba LOT: CREEKSIDE PHASE 2 LOT #95 PROJECT# 04321.200 095R1 MODEL• 4EHB "2605-HAYDEN" GAP.AGE STYING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT - STATE OF FLORIDA 1 {/1 ! L MAR 09'20i�- MKNAEL C. ANDDD SON AR NO 17305 DAB 03/04/21 SCALE: 1/411=11-011 SNI TYP. EXT. SHEATHING ATTACHMENT