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HomeMy WebLinkAboutBuilding Plans26011 5 A Y 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 ' STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -nD=A BUII.DING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -MIN.STRUCTION INTERIOR MUSH - CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH Vasd 124 MPH TEL: (321) 733-7092 -EXPOSURE - C FAX: (321) 733-7972 -1-STORY RESIDENCE -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY ALA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER' THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED, IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. , I SQ•FT• 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_ COVEREDLANAI 80 SQ. FT. TOTAL 3233 SQ. FT. A/C VOLUME 22403 CU. FT. Tel= (321) 733-7092 ABBREVIATIONS ABV. ABOVE, LAV. A/C AIR CONDITIONING LUM. ADJ- ADJUSTABLE, M.C. ALT, ALTERNATE. MFR. AMP. AMPERAGE MIN, BD. BOARD M.T. CL ('ENTER LINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR. CLEAR O.C. CONC- CONCRETE PL. CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOITBLF PLYWTD. D-G- DUAL GLAZED PR. DIA, DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAT). DP. DEEP R.A.G_ DR. DOOR RTT. I). S. DOWNSPOUT RM. DTL.. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D_ ELEV. F,LEVATION S.H. EQ. EQUAL SHE. EXH. EXHAUST SHTHO. EXT. EXTERIOR SHWR. F.G.TX. FIXED GLASS SIM. P.G. FUTL GAS SL. FIN. FINISH SL. GL. FLR- FLOOR STD, FLUOR FLUORESCENT SWS FR. DR, FRENCHDOOR FTG. FOOTING TEMP_ GA. GAUGE THIS_ GAR. DISP. GARBAGE DISPOSAL T CJ (L G.F.I. GROUND -FAULT CIR( U IT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP, BD- GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR. HEADER W. HGT. OR HT HEIGHT W: INSUL- INSULATION WE) TNT. INTERIOR WDW- WH W.I. Fax: (321) 733-7972 REVISIONS DATE DESCRIPTION LAVATORY NOUS MEDIINE 2-STORY CMU CONVERSION MEUICINE CABINET0626/11 MANUFACTURER MINIMUM 12/15/11 APPLIED COMMENTS FROM M. SEAY METAL THRESHOLD 01/15/16 BID SET ISSUED MOUNTED METAL 024345 ADDED ELEV. U t 'K' WITH SIDING PER MARK BOWES NOT TO SCALE 02/20/18 BID SET IRE -ISSUED ON ('ENTER PROPERTY NE 0441/18 FOOTING REVISIONS PER M. BOWES PUSH BU SHBIfTTTOON PHONE PLATE 05MA5 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL PLYWOOD 01/26/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 512A PAIR PRESSURE TREATED 02/16/19 PLAN MAINTENANCE RISER RADIUS 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR RETITRNAIR GRILL 0425/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON RF-.FRICiERATOR ROOM ROUGH OPENING 0425/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE SOLID CORE ENT DR 0426/19 UPDATED LEDGER BOLT SIZE t SPACING SMOKE DETECTOR --- SINGLE HUNG 06/19/19 REVISED I -JOIST LAYOUT SHEET SSHEATHING0621/19 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK 50LE:S SHOWER LEDGER BOLT SPACING REVISED SIMILAR09/13/19 SLIDING SLIDING GLASS 11/15/19 ADDED COCOA PLUMBING RISER — STANDARD 01/0120 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS SHEAR WALL — SECTION 05/1120 REVISED STAIRCASE AND STAIR SECTION DETAIL TEMPERED GLASS THICK _ TOP OF CURB TOP OF PLATE, TOP OF SLAB TYPICAL UNLESS NOTED '— OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW —.—_ WATER HEATER WROUGHT IRON ; /0s"C) 933 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-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 WAl-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 PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS 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 S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SN1-DETAILS DESCRIPTION Reviewed for Grade Compliance Universal Engineering Sciences 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 M03:)EL: 4EHB % "2605-HLYDEN" GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. ARCHITECT - STATE OF FLORIDA MICHAELMC: / 4&M AR NO 17305 PRINT DATE: 030321 / / SC ALE: 1/4"=1' - 0 r SHEET rw 12 GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR) 7th EDITION, CHAPTERS, 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 (2020), ALL REFERENCED CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER AS SPECIFIED 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) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DE RIS BY FINISH GRADES, PLANTING AND IRRIGATION. DESIGN SPECIFICATIONS N C. SOUTHERN PINE INSPECTION BUREAU; (NOS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECI IONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: 3. ' DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. i 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL E. APA - THE ENGINEERED WOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. ' THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS T THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDLNG WITH THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMI THE WORK. SIONS IN THE 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXP OSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR' FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTR CTIQN AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED ERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK: } 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE EQU�RED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ' ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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, I 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40 AS APPROVED BY THE BUILDING ) U NG OFFICIAL. 2. WATER SUPPLY'. LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH I ECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM V PVC (SCHEDULE 40), INSULATED WITH'/2" AMAFLEX. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 4, SHOWER HEADS SMALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. i COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH. WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. �iAMGE6 ANU UMORTS 11. .SWIMMING POOL, DECK, SPA, IAND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP ' 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, FBCR 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS F 0 SECTION P2603.2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION DMRey ALL COVEWNS 2. AS PER SECTION R302,5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES NO�f LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SHALL BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEEQUIPPED WITH THE WALLS FOR COMPONENTS AND CLADDINGLOADS IN ACCORDANCE CE WITH FBCR TABLE R301.2(2)A SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT R MENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: S MODIFIED BY F FBCR TABLE R301.2 3 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, ;MANUFACTURED SOFFITS. O SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXMOR 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." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1 MIN. jRIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %THICK, OVER FRAMED WALLS ON' -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT -- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7, FIRE RESISTANT CONSMC710N 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 TOTHE -FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE"W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUC710N OMItVA71ON CONSTRUCTION 5 RUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION TRA S TION SERVICES CE S ARE NOT A PART OF AB DESIGN GROUP S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS 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 AJ.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 aFc:. 4 Ik? t I" y: d 'sX k L A, Aa I�j a kr . w CREEKSIDE PHASE 2 LOT #7 r�20JECT# fIJ 04321.200 007RI II r. 4EHB I "2605-HAYDEN" GARAGE SVfMG: LEFT f l GENERAL NOTES 11 LI � r j 1 � � 0 MPH EXP.'x:+ d.,, ARCHITECT. I ;`z`E OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1 /4"=1' - 0 r' S11MET Rm. G a - a GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT REQUIRED" FL HAZ OD RDS a SURVEY AIR FREEZING INDEX NA MEAN ANUAL TEMP? NA SPEED (MPH) TOPOGRAPHIC EFFECTS" W€ATHERING' FROST LINE pEF'THb TERMITE NA 160 C NA NEGLIGABLE 1, NA VERY HEAVY 42 NA SEE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R3m2.9.1 THROUGH FBC R3®2.94 FLAME SFIREAD AND SMOKE-PEVELOF'ED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302JO.1 THROUGH FBC R302.105 39 -8 21 r-101 0 co 15'-4 -S 2 S 3052-SH EGRESS (2) 3052-914 v a � B ro e ' 0 �g �4— +, .S wJJ n1 .. ,x GABLE3aOOR5 p r x g 3� by 0:� 41 G i ROOFS .4 10 R0lG Vt lY t 1€ I I03 4 34 taXwk :Ie.mmn O 4 7"'5 nd, FtGURE A3012q) COMPONENT AND CLADDING PRESSURE ONtS 12'-411 21'-4"I BEDROOM #2 e I DROG ROOM iING s ROOM 91_01 31_QIL 6'-1ID 3'-S" 51-8111 _SI 1 _21 1 (2) 2068 Ne I 11 1 II POST 0 H 0 Tu /BATH�vlc clV rl 1#2 O 8'-8' GLG1 r 1„--- K1TCIiENN I I;� 8'-8' cLG. I o I W.G. • I �0 2868 x 31 5'-4 3' 81 4' O� 1 8 _�2 -S" 3' O4.5. H. 2868 SC 20 MIN. STAIR DATAIII RISER a 154']clZF 15 TREADS 6 10' C LLIARD ARCH AS REQ. _-- PER BLDG. C DE IBI II 13'-011 GARAGE III e'-s' cLG. FOYER a vlll� FLEX V-8' CLG.m III 8'-8' GLG. Iil 3068 p III W/12' 7 III T Sys III f Lzj • 1,-0„ C2J 3052-SH �I 2' 10" 1'_4° � 9 SI PORCH 16'-O' X 1'-0' O.H. W-W GLG. 11miV9 Lai o---- —------------ 4 5'-41 _4 10 _0` 11 20'-4 91 41 391_SII - tt 0 � ca ' v � 0 Ln 0 v r OI ENM SOUK E ZONE 110 WH MILD M FII I - (s AND Tft FOOTAGE MIN. WINDOW 10 CRITERIA EXTERIOR SWING IS DR MIN. CRITERIA SiG.D. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31.0/-34.6 t; 12'x12" SOFFIT a a i 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) 11 INTERNAL PRESSURE COEFFICENT t 0.18 BLDG. CAIll EXP.=C, MEAN ROOF HT. = 23'-0"L s j L(202O) RES HAVE BEEN MODIFIED PER FBCR 7TH 9ED. SECTION R301.2.1 TO MEET TESTED ALLOWABLE INAL WIND LOAD VALUES FROM THE PRODUCT CTURER. CONTROL DATE 0^21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. SQ.FT. CALC. S IST FLR. LIVING: 2ND FLR LIVING 1104 1501 SQ- FT- SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 431 111 80 SQ. FT. SQ. FT. 50. FT. SQ. FT. TOTAL 3233 50. FT. A/C VOLUME 22403 CU. Ft. 09 FIRST FLOOR PLAN 09 SCALE: 1/4' si 1'-0" NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I%' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL .9 DOORS NOT LESS THAN 1%'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE i ITS ATTIC AREA BY NOT LESS THAN kI, '(12'1 ) Y SUM I III s mm G P BOARD APPL ED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.emm) 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 201.1 (6TH ED.) 302.1 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY m DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. 0 - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS MASONRY/FRAME WALL LEGEND -I I BLOCK L UNA ON PLANS BRG. HI VARIES S' BLOCK WALL UN.O ON PLANS 18'-8' BRG. INTERIOR BRG. WALL U.N.O. ON PLANS 4' INTERIOR O N LOAD ERG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE iI -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Renewed for Code �Unwers3i Engineering �.. Sciences �tt 1 Y 2194 H WY A1A, SUITE 301 I' INDIAN HARBOUR BEACH, My1 FLORIDA 32937 PH:321-802-3591 4 www. a b d e s i g ng ro u p, cm AA #: 0003325 61 I i n ®a I al 3LT3BDIV. 8e LOT: ': CREEKSIDE PHASE 2 LOT #7 1F23R0dECT1# �;-04321.200V007L1 A40DEL: r 4EHI3 2605—HAYDEN" .•.]RAGE SWING: LEFT a ,, ....M : &GE: FIRST FLOOR PLAN F F Ii k 60 MPH EXP. ARCHITECT. STATE OF FLORDA 1 i MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 i Dp 03/03/21 t SCALE: 1 /4"— f — O" ,11EET Al i N DBL. TOP PLATE n BAR DETAIL A it Qj J O �� ( ::ARCH DTL. B SGALE: 1/2'=1'-0' 42' HIGH HALF WALL W/ CAP 3/4' TtG SUB FLOOR GLUED t SCREWED PER FASTENER SCHEDULE 10'-0 3/4" 2ND FIN. FLR. �PRE-ENG'D \ FLOORING SYSTEM (SEE FLOOR \ FRAMING SHEET) NOTE: STAIRS RISERS TO CONFORM TO FBCR TTH EDITION (2020) STAIR DATA: MIN. TREAD.10' MAX. RISER'S 3/4' 16R ® IB4' 3/16' MAX. VARIATION IN 15 TREADS w RISERS/TREADS ADJACENT TO EACH 10'+ 1' NOSING OTHER 3/0' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE • NARROW END MIN. II' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGT. NOTE: 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. 0'-0" FIN. FLR. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER WKWOO 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I \ 42' H. 1/2 WALL W/ CAP \ 3/4' KICK \ PLATE \ m" \ MIN. STOR. \ 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RUN 2 X 4 RE-INFORCINI A ❑ i� Q _ w r- z QQ roW s E 2 X 12 STRINGER SECURE W/12d W-S' O.G. STAIR SECTION __1MA X_ NOSING- v s �i % E 2X4 ATTACHED W/ 10d MASONRY NAILS a 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.G. MAX. AHU HANDRAIL 6 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN rHE HANDRAIL AND THE WALL SHALL 5E NO LESS THAN 1 1/2" AS PER FBCR R311.1.8.2 MOTE: 4ANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR rERMINATE INTO A NEWEL COST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I"'± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND Q m A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES it0 ° ! SHALL HAVE A MINIMUM RADIUS OF 1/811. 0 Q v 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.8.1 / F$.C. 2020 HANDRAIL SECTION Reviewed for Code ..oa•pliance R::• '`? U,iversa. Enyineenng Sc,ences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svaDly & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE S WING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. ARCHfrECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/03/21 I SCALE: 1/4"=1'-0" 1 SHEET I1'-S" 2'-4" v 11'-4" 2'-4" 12'-0" 2'-8" 14'-0" 1i'-4" 5'-8 3052-SH 3052-SHI EGRE55 ©( ) 3052-SH ❑ ECsRESS 0 0 � I I 17 N I �8 _1 ry BED ROOM #S ® UPSTAAMS I LIMGBEDROOM & 8'-S' CLG. 8'-8' CLG d) ate i -to ti ��I v 3 4 ti V C CN -2 2 -0 4' ® 3 S 8 0" m � 1;l BATH#381-5' CLG. IiT TUB/ 'b� _ iR-ISH WA v HW o 3: n F. - W LC. m a Q'r I (ATTIC — I ACCESS�B 8 CLG. o r W.C. ----- IR-1SH �8 BEDROOM#1 v = 2' 14'-0' C1�I �� 8'-6" m - 2' 4" 3'-0, 4'-4' BATH#1co BEDROOM E ry S -8' CLG ® , S 8 CLG. �p LAV. SECOND FLOOR PLAN ® d)) I SCALE: 1/4 - I'-0' LAV. X Tj LU_a (K 1 ti °� -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED e ® I n I r GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION 1 R VALUE OF R-13. CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED 71 10 SPACE. � I ��8 1 r j • (2) 3052-SH -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE © ECSIRESS PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR wic I IY CLOSEST ALLOWABLE SOFTWARE TOLERANCES. t — I 8'-8' CLG. — OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. v U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE 0 MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT 3052-8H 3052-5 - - SPECIFICATIONS u s 2040-SN I EGRE58 EGRESS TEM--- FLOOR BE� P OW '-0" 7_0 7,_4, 51_411 0,700' 0, 13'-8" 8'-0" 2'-4" 2'-4"Ak - -- 21'-0" S'-0" 39' - 8" SECOND FLOOR PLAN SCALE: 1/4 = 1'-0' Reviewed for Code L;n9,neenng 5aences IIIIIIi 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J oil SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT: 04321.200 007R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. ARCHfTECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J oil SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT: 04321.200 007R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. ARCHfTECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET Ill a 4 7 2(2'-5" BLDG. HST. 18'-8" 2ND FLR. PRG HST. 1'-0' 4' RAISED BAND �� 6' RAISED BAND 10'-0 3/4": 2ND FIN. FLR. &'-B" CLG. HGT. OPT. COACH L IGHT —� 0'-0" FIN. FLR- 0 2ND FLR.�� 1'-0 10'-0 3/4" 2ND FLR. FIN. FLR./BRCz. HCzT. -- 0'-0" FIN. FLR. I� El �J'N El N IF9 IN 1 a v r 1�5 SHINGLE ROOF FYPON 16'X46° DECORATIVE SHUTTER OR EQUIVALENT T _ 1S'-8' 2ND FLR. BRCS. HCzT. I FYPON I I BKTIIXII OR I EQUIVALENT �I I RAISED I I BAND (TYP.) - 11INNNMI FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH yOTE: WALL FENESTRAT. -)N FLASHING AS Pm-R FBCR R'103.4 II OFF RIDGE VENT I I I I I I I I I _ I I I I 12 �1�_0'-O 3/4' 2N0 FLR. r — _ FIN- FLR—/5i2Cn_ HGT. ----- - - - - - - - - - - - - _ ♦ 0 -0 3/4 V2ND FIN. FLR. _ oV-5` 5RG. HIGT. e r-NTRY --- I I I 4B A TYP. 4' RAISED BAND (TYP.) 8' RAISED BAND (TYP.) I �0'-0" FIN. FL-R. 18'-5' 2ND FR L. BRC. HGT. I I 4B ■ I A I I I TYP. I I I I I I = I I ------------- - — - 0" FIN. FLR. "SEAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH MODEL 2605- HAYDEN -4EHB (2-Story' AREA OF ATTIC 1541-SQ FT. NETFREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VFNTILATION AREA = 1541 /300 5.14 SQ. FT. 5.14 739.68 SQ. IN. MIN. REQUIRED VENTILATION = 4X 739-68 I N UPPER PORTION OF ATTIC = 295-872 SQ- IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA - 138 SQ IN. PER VENT(netfree area) TOTAL#OFVENTSREQUIRED = 2.14 TOTAL MOFVENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) ,LINEAR FEET OF SOFFIT REQUIRI 42.27' Reviewed for Cade . _"mo ance ' Unwersai Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svHDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SUITING: LEFT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. ARCHITECT. STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON III AR NO 17305 PRINT 03 03 21 DATE• / / SCALE: 1 /4"=1' — 0" T A3 H • a 0 t 9 m FRAME DOWN FOR FYF'ON 5KT11XII OR EQUIVALENT 2ND FLR. BRCS. HGT 10'-0 3/4' 2ND FLR. ./BRCs. HGT. S8LR, BRCS. HGT. g ENTRY 0'-O' F!N. FLR. LIETT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH _ i18 11' 2ND FLR. BRG 4GT. _10'-0 3D FLR. FIN. =_R./4" 2N --$8'-8" BRCS. HrT. g 1=NTRY - b0'-0" FIN. FLR. '-8" 2ND FLR. B18RG. $10'-0 3/4" 2ND_FLR. FIN. FLR./BRCS. HGT. _08'-8" CLCs. HCsT 0'-0" FIN. FLR. — Reviewed for Code �'Iznce LZMFA t.iaw _yineering aaences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sysDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 L MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 0203 21 SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMME30L DEFINITION NOTES _---{ 125V OUTLET 20 AMP SINGLE POLE <7 110V OUTLET _71`,1 110V OUTLET 1/2 OF OUTLET WIMP TO SWITCH I 110V OUTLET EERUP W/GRdD F GFGUIM INTERJPI'ER l7AMr'ER MSISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUNP FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �¢ SWITCH 4-WAY OPER I—%1 WALL MOUNTED r� LIGHT e CEILING LIGHT © LED CLG LIGHT - O VP LED VAPOR PROOF LIGHT - `(11 VP q�( i��� VAPOR PROOF LIGHT 4/ RECESSED CAN VENT. FAN 1 CFM PER Sa FT. r'- VENT. FAN W/LIGHT I GFM PER 8R Fr. VANITY LIGHT FIXTURE (SPECS TOP BY BUILDER) 4' FLUORESCENT WRAP ® GHHTTUN AARO� (RECESSED) �. 41X7' FLUORESCENT 2-5UL5 WRAP LIGHT ADD (SURFACE MT.) "- 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT r F_7;Pffi ..._ PANEL METER A {. ACK-UP 0 S.D. SMOKE DETECTORMIES6 WIRE WALL MOUNTED ACK-UP SD SMOKE DETECTORWIRE MONOXIDEIRE 9MOKEDETECTORONNECTEDS/GO :BE ACK-UP W/CARBON A PIIii COMSO LESS THEN 4' FROM WALL - PENDANT LIGHT NATURAL GAS Il/ OUTLET > TELEPHONE JACK b WATER HEATER Ir Jl� DISCONNECT TO PAP ELEVATED , AIR CONDITIONING TO BE 210V UNO. DISCONNECT , ON 'THIS 8N ET TELEVISION JACK TV CEILING BOX REQUIRED II, TO BE SUPPORTED IN 'l O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INS GTIONB -" CEILING OX IREGIUMED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'LIGHT �ng STRIP nn SCENT 36'I-IC04T STRIP nnno 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT I OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES - . Use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PIE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF [_5Cg TTW EDITION (2020) 4 NEC 210.12 3011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIBO13 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERRl1PTER PROTECTION FOR PERSONNEL • RI THOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 71I-1 ED (2020) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1T14 ED (2020). • ALL LAM1P8 SHALL BE SELECTED BY BUILDER AND 15X OF LIGHTING MUST ISE ENERGY EFFICIENT TYPE PER Ewr ENERGY C0NOERVAT-ION (RESIDENTIAL ENIERGY EFFICIENCY) 29220, 1th EDITION R404.1 CLCx F N El BDRK #2 J 1 5p. AO 6,8 UjH SOLLARp AS REQ. PER BLDG. CODE METER FIELD VERIFY LOC. 2FI IRRIGATION OUTLET * 48' A:FF. ff 00 COLAI��i � I ' CEILING MTD. LIGHT TO BE •\ I C.�. INSTALLED, FI I PROVIDE I J-SOX FOR OPT. FAN --- Ell IE1I0 0 I LMG R� G ROOM PRE -WIRED �l — — CLG FAN I C.' 1 GFI JKIMMTO 2ND FL\ SWITCH IN5WITCH ` CABINET IOUTLETFOR DWL GFI P.B. FOR-2 GFI a 44' GFI • 44' I p • GARAGE A.F.F. APP. ® 2 DOOR \I L---=� S/CO _GFI— ]OPT— Hsi III r. III iti III `♦ <EYLESS FIXTURE 11 sFl FOYER \III PRE -WIRED EHi GARAGE ,III CLG FAN PaIOIR 1 >_ I1w1 GARAGE / P c �`--- -- — -- ------------i COACH LIGHT PORCH FIRST FLOOR ELECTRICAL PLAN LED LIGHTING C SINGLE LAV. BATH 02 FOR VENT OR MICRO WPPanel MAIN _ A PANEL: a/lO wp crt. breaker VOLTAGE: 120;/ 240 V -1Ph, MAIN: 150 Amp M.CB FEEDER 3-41CUTHWN&1-#6Cu(G)in11/2"C.OR3-#2/0'ALTHWN&1-#6Cu(G)in1V C. r Wire Pole.- Bkr Description Wafts Circuit Circuit Watts Description Bkr Pole Wire #1: 1 20 IExtorior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 _.. Space _.. 5 6 5240 AIC C. U. 40 2.... #8.. Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120/ 240 V -11ph MAIN: 150 Amp M,LO. FEEDER`3-#1 CUTHINN&1-#6Cu(G)inl 112"C. OR 3-4210'ALTHWN&1-96'Cu(G)in11/2"C. Wire' Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire. # 1; 1 20 Small Appliance 1500 1 2 8000 ..45W Range 50 25:. 2 2.:.. #6 #10 ' # 12: #1 1: 1 1 _ 20 20 - Microwave / Hood GFI. Small Appliance ---- ._.. 1800 1500 3. 4 - 5 6 Water Heater - � # 12 1 2.0 Refigerato : 1500 7 8 # 12. 1 20 1 Dining Receptacles AFCI 1500 - 9 10 120D Disposal GFI 20 1 #12 #1.2 1 20 Bath GFI Receptacles 1200 ill 12 1600 Dishwasher GFI 20 1 412 #14 1 15 Foyer / Flex / Hall AFCI 900. 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Citing Rm Lanai, Kitchen, Din Lts AFCI 900 15 16 Space 17 18 150D Washer GFI 20 1 #12 #14 1 15 SO & GO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1'. #12 Space9 22 Receptacles GFI 1 #12 #14 1 15 Bedroom #21 Bathroom #2 AFCI 900 23 900 Owner's Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 26 900 _. Owners Bathroom AFCI 16 15 1' #14 #14 1 15 Bedroom #41 Opt Bed #5&#61 Opt. LottAFC1 900. 27 28 1200 2nd Roar Hall/ STD 2nd Fl. Uvl Laun. AFC1 20 1'. #12 #1? 120 Extenor Lights and Recept GFI 1000 30 1000 Irrigation controls only 20 1 412 Space _. _... 31 32 Spare _ Space 33 34 Space Space Space 35 37 36 Space 38 Space #S 2 35 A1CA H U.... l.Heater 5 KVA at 655'oj 5525 39 40 _.. Space _... _._. 41 42 Space Load subject to demand factor calculations Y line 17600 27900 Load subject to demand factor calculations f line - Demand Factor Calculationsr ABBREVIATIONS AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand facto 45500 First 10 000 watts at 100% 10000 Remaining watts at4M 14200 Total WC load 11765 LOAD CALCULATION IS BASED ON A!C NON -COINCIDENT LOAD' Total Connected Load watts 35965 TotaI Amps (wafts 1240 volts) . 149.9 :. - General Lighting & Receptacle Load Total A/C Square Feet 2605 General Lts & Rec 3 VV / sq. Ft 7815 Hl-Hats 3 at 65W/LI ht at 100% 195 Total. ... General Lights & Rec (Watts)......... 8010 _... _. Ckts# atts/c Total watts General Lts & Rec Panel A 111 7281 8D1 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 15m AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY RE=IREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THU N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 w1/0 ALUMINUM' (AL) IN 2" DIA SCHEDULE 00 PVC CONDUIT UNLIESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMIA 3R ENCLOSURE MI-0 PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE ECAPPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR _11H EDITION (2020). 5/8i' DIA X 8 FT LONG COPPER CLAD GROUND ROD I Rcv sewed for Code cnivermal �rgineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-502-3591 www.abdesigngroup.com N AA #: 0003325 E171 p r;1 rJ I tI �1 Ir, pJ f�l � �1 9 x,. m 7 r l� 6y a 11 i l i H 1 r "T )IV. 8e LOT , CREEKSIDE k PHASE 2 1 LOT #7 G' T;"'BOJECT# 04321.200 007R1 MODEL: 4EHB a "2605—HAYDEN" GARAGE SWING.r LEFT PAGE: FIRST FLOOR d ELECTRICAL PLAID 60 MPH EXP ( ' ARCHITECT: STATE OF FLORIDA `�, - w- MAR 0 9.2021 " MICHAEL C. ANDERSON r IlkAR NO 17305 e� r PRINT f' .DATE: 03/03/21 3CALE: 1 f'4"=1'-0" j as SHEET a+ i F k+. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IImV OUTLET 1R OF OUTLET WIRED TO SWITCH GFI II0V OUTLET EOUIPED 0131111I1D PAUL INTERUPTER(TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CGPAIECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. v/4 SWITCH 4-WAY OPER. 1 _fl 0 WALL MOUNTED 1 LIGHT CEILING LIGHT © LED CLG LIGHT »O VP LED VAPOR PROOF LIGHT O V1 VAPOR PROOF LIGHT ORECESSED CAN eV VENT. PAN I CFM PER Sa FT. WENT. PAN W/LIGHT I CFM PER Sa FT. VANITY LIGHT FIXTURE (SPECS TE D BY BUILDER) ® 4' FLUORESES CENT LIGHT 2-BULBRAP W AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-51.11-15 WRAP AROUND (SURFACE MNT-) Y FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL own METER BATT. BACK-UP O 5D, SMOKE DETECTOR W/ HA RE WALL MOUNTED BATT, BACK-UP SD SMOKE DETECTOR W/ HARDWIRE ® S/CO Cg4R80N MONOXIDE SMOKE DETECTOR BATT. BACK-UP W/ E HARDWIR INTER -CONNECTED COMBO SHALL BE A DISTANCE .Or NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS OUTLET D1111111-. TELEPHONE JACK . WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCO. AIEGi MINI. I8'AFP- AIR CONDITIONING TO BE 210V UND. DISCONNECT '� ON T�HIS SHEET M Y I 4� TELEVISION JACK - CEILING BOX REWIRE OJ-BOX TO BE SUPPORTED N ACC.ORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION E CEILING BOX RIMED TO BE SUPPORTED IN I CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnon 48'INCANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY K.P KEYPAD Fe PD. PUSH-BUTTON FOR CHIMES �--�� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FFCR TTH EDITION (2020) 4 NEC 210.12 2011 EDITION. ' 20 AMP DEDICATED LAUNDRY CIRCUIT. ' GPI a ISLAND (NOT ON KITCHEN CIRCUIT) ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL ' BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERoONdEL ON FEEDERS ' WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR -[TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR TTH ED (2020). ' ALL AMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PISC ENERGY CONSERVATION (RESIDENTIAL ENERGY �IGIENCY) 2020, Tth EDITION R40412020, 7th EDITION R4041 I L-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' = 1'-0' — — — — _ — _ — _ — - \ I VNEI LED LIGHTING C DOUBLE LAV. BATH 03 LED LIGHTING C DOUBLE LAV. BATH •1 Reviewed for Code Compliance Universal Engineering Sciences Ilp I LED LIGHTING (0' SINGLE LAV. BATH •4 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigingroup.com AA #: 0003325 SUSDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 62021 MICHAEL C. AN ERSON AR NO 17305 F DA ET 03/03/21 SCALE: 1 /4"=1'— 0" SHEET E 2 t G A r 3 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' AA.r V-W PLUMBING R (ALTERNATE LEFT) ISER DIAGRAM Ma Reviewed for Code mpcance j,jjvcrsal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 SX BDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. ARCHrMCT.- STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET pI 9 i i I f E. Q➢ III e L L------ SECOND FLOOR PLUMBING PLAN SGALE: 1/4 = P-O" 6 H WY A1A, SUITE 301 AN HARBOUR BEACH, FLORIDA 32937 'H:321-802-3591 k Iv.abdesigngroup.cono AA #: 0003325 ,1 0 I I I I I I ri Iw= k� b \�� Z M�3 f 0� \ \K Y! AN l rb4' Miffi �: NJI k b CREEKSIDE PHASE 2 LOT #7 &ROJECT# 04321.200 007R1 MODELA 4EHB "2605-HAYDEN r � GARAGE SWING: LEFT PAGE: SECOND FLOOR '. PLUMBING PLAN 60 MPH EXP. rl MAR 09 2021 MICHAEL C. ANDERSON AR NO 1730 1)7 A61C®" DAITE-: 321 Reviewed for Code S 44.LE: 1/4"=1' _ O" Compliance „v rsat Engineering C3hET Sciences SUBDIV & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 60 MPH EXP. L------------- -------------j MECHANICAL PLAN SGAL.E: 1/4 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences t s_ Aa'ii P r:l k" w z a Y IiI ri h LL) lii rl «5 S`z,TBDIV. & LOT CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB 2605 HAYDEN GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 60 MPH EXP. C `! 03 03 21 DATE: / / SCALE: 1/4"=1'-0" PER FLR PLAN 1/2' CLG- 1/2' DRYWALL SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX 0'-0' FIN. FLR 2X4 TOP PLATE n PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. SLAE NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C- TYP. INT. WALL ' ( NON- BRG. SCALE: 3/4' =1' -0' 3 5/8' OR 5 3/8, 1/2' DRYWALL1--A TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8'1/2" METAL STUDS 24'O.C. DRYWALL 20 GA METAL TO INSTALLED IN WA3 5/8" OR RECEIVING UPPE5 3/8, LOWER CABINETSBOTTOM AND TUB/SHOWERCHANNEL GA. METAL TO BE(25 GA.) INSTALLED IN ALSECURED OTHER WALLS. STTO GONC TO BE SPACED 1FLOOR W/ O.G. AT 2ND FL003/4' PAF 4 WALLS ADJACENTTO WOOD STAIR WELLS ANDFLOOR W/ BATHROOM WALL1/4' WOOD TILE FINISHSCREW WOOD BASEBOA 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) ni / SCALE: 1/2'=1'-O" "' DIA. SLEEVE, 0 NOT CUT -BAR PEA I BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND SEAM REBARS 2AIPIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 9ID5.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2- HIGH SCHEDULE STRENGTH CLG. BOARD REFERENCE 0� PER VATION STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE 2x FASCIA PER 1 -04 2x FASCIA PER tYi= ELEVATIONS O.H. r ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. 1/2' THICK, 2 COAT PORTLAND I/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED ~� 1/2' GYP. WL. BP. a. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR,f� 0'-0' FIN. FLR a . OL d a ° e d . W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR 5 1-STORY HIP BLOCK WALL, ROOF SLOPES 2:12 TO LESS THAN 4.12, A (2) LATER UNDERLAYMENT D� SCALE: 3/4'=1'-m' SYSTEM IS REQUIRED- FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48613 TYPE IV, OR ASTM D 6-151 U FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU — CAULK AND SEAL GAS LINE I ✓,• PVC SLEEVE FOR GAS LINE :CHU in, GYP. IIL. W. WOOD BASE n . .'°• ° 4: 2B GAS LINE THRU BLOCK i-2X4 SPF 24' O-C. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD I R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ' Ix2 P.T. FURRING STRIPS A 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - --- �L TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL -- APPROVAL REQ VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REQ CORNER BEAD a' CMU SEE STRUCTURAL FOR RE INFORGEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT BACKER ROD UE:ATHER STRIP MOULDING ALL AROUND(BY DOOR MANUK) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9ID5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT " SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. , VWALL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR 4' M < C .a ° a . a. d °.da °d.. .°.. v Q. A W WINDOW OPENING n TYP. WALL SECTION L NO OPENING 6 1-STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' Reviewed for Code 91 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 111. All exterior fenestration products shall be sealed at the juncture with the building wall With a Sealant complying with AAMA 800 or ASTM C920 Class 25 Grade Na or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. Flufdzapplied 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 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1 /4"=1' — 0" SHEET . : P FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.1.1. AS PER FBCR 905.1.1. 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 _ — - ER PRE-ENG WD. TRUSS--- P'ER 24' O.G. MAX. LrVATION 24' O.G. MAX. —ELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED m o.�. 5/8' GYPSUM BOARD ELEVATIONS i -O o.�. a:. 5/8' GYPSUM BOARD SOFFIT OR 1/2' HIGH STRENGTH tYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE 1x2 FIRE -STOP SOFFIT '' • Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL R-4.1 INSUL. m z w w N 6 n > WINDOW ATTACHMENT w I — rl AS PER ui MANUFACTURES w SPECIFICATIONS u 6) 0 1/2' THICK, 2 COATJ iu PORTLAND CEMENT fL > PLASTER APPLIED Lu DIRECTLY TO f u MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IR I MASONRY IX2 FIRE -STOP STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R ELEVATION �ER YELEVATION 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R -70tLEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LEVATION ER LE VAT I ON 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS 6 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE .-- vzzx d. d L1NE LME Reviewed for Code AV xne 93 Compliance ad°_J. Universal Engineering Sciences lA W WINDOW OPENING 1B WITHOU ' WINDOW OPENING a ' 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK p SCALE: 3/4' =1'-D' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SU3BDri7. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007RI MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030321 / / SCALE: 1 /4"=1' — 0" SHEET D2 I TOP: 2X6 'P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X e' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 or , 0 I SECURE 2x4 ONE' o FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/21 X 8' J-BOLT OR ANCHOR o ® BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (U WITHIN 8' of TOP, (1) WITHIN 8' of THE BTM, (1) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS A1E MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D3 SCALE: e Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4. WITHIN 8' OF EACH END 410. O.C. MAX SPACING on CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3r4" OR +5/4 A WINDOW TO BLOCK +3/4", OR +5 4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') g: CMU WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ I'Xd' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" � W TO BLOCK +1 1/2" A 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIM HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE To BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. a' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 7/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/: 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 2X6: CIE 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 2xa: 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/10,' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER n i DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" L� YY�INODOW TO BLOCK +2 1/4 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHAN-, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' of EACH END 4 IS' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SITE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. a' 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" :r E 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING _ I a � 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' 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 1/40) DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: IZI 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3AW TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN- EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18" O.G. MAX END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE a SECURED ® ON OUTSIDE 4 SECURED 2X6: CEO SECURE TO BLOCK THROUGH THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/16' TAPGON MIN. I-I/4' WK2) 3/16' TAPCONS 3/16' TAPGON MIN. I -I O EMBEDMENT INTO BLOCK I/4' (MIN. EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 .145 I SHANK SIZE .145 MIN. SPA SIZE MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') 8' CMU 'EMBEDMENT 1 1/49 8' CMU WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1/2' DRYWALL 4 10' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ 1'X4' 2X8: ® 1'X4' P.T. NAILER SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS I' P.T. X 4' MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END MEMBER W/(2)l2d WITHIN 8' WITHIN 8' OF EACH END 4 18' OZ. MAX OF EACH END 4 W TO 8' O.G. MAX 4 18' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" +3"ENDOW TO BLOCK +3 3/4" F Reviewed for Code Compliance Universal Engineering [B Sciences s CMU DRYWALL IX FURRING X •;}:.::was w RIP 2X10 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS KPLT.B. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV ae LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 FIPRIN'T DATE: 03/03/21 SCALE: 1 /4` 1' — 0" SHEET -IF -)3 I a , r OL FOLD INWARD • PT. A OL FOLD IMUAIR • PT. A 2. CREASE •.FT. B 9. CREASE •+PT. C ® ®FOLD • 11• SHINGLE ROOFING I DRIP EDGE: OVERLAP 8', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX a 9 O1. FOLD INWARD • PT. A 2. G4WASE • Pr. B FO1 •e M O1. FOLD INWARD • Pr. A 2. CREASE • FT. B S. CREASE • FT. C 4. FOLD FT. C OVER IT. B TILL PT. C TOUOFIES BOTTOM FLANGE �A L WATER TIGHT SEAL. FOLD, P NQ1 CUT. }' TWICK, 3 GOAT CEMENT PLASTER (FRAME), 1D' 2 COAT CEMENT PLASTER (CM) �WRB LAYER 02, FORTIP15ER HUILDING PAPER (FRAME ONLY) l�UIR5 LAYER "I, / STUCCO WRAP (FRAI" E ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB AFI-ROX I K' ABOVE 814INGLED (FRAME ONLY) FRAME OR CHU :: • EXTERIOR • • cYflfCnilAl I M�CFI7 • Sx8 WALL FLASHING KICK -OUT FLASHING (SE DETAIL) � — FASCIA WRAP (J) KIC KO UT DETAIL a � I I a 7I )OD SHEATHING z CMU :B LATER 01, UCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT ASTER (FRAME), 1/2" 2 COAT P IENT PLASTER (CMW :TAL LATH (FRAME ONLY) �P WRB E TAPE OVER )OF/WALL SCREED K$" "L" TYPE CONTINUOUS �LV. METAL FLASHING AIL TO ROOF DECK, NOT ALL SHEATHING) 410 SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT DOF PER ELEVATIONS 3 yL72 FLASHING LECEND Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE RLANE (UJRB LAVER 1*1, STUCCO UJRA1=) UJR5 LAYER *2 (FORTIFIBER........... BUILDING R)41=ER) 1* IETAL LATH x x x x STUCCO e a' WOOD OR -1/1ro11 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: I"IETAL LATH: LATH TO 5E i=ER SECTION R103.1.1 / AST1"1 C-847-14a, MN. 2.5 L55. RE R SO. YARD ( UT I L I T`r OR NOl"I INAL LATH DOES NOT 1"IEET Sfi=ECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT* 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET WAI LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI,5ER BUILDING PAPER) METAL LATH WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLA5HING — — NOTE - METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM G-54-1-14a, MIN. 2.5.L55. PER SQ. `I'ARD (UTILIT'r' OR NOMINAL LATH DOES NOT MEET SPECIFIGATIONS) STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT GAP (SET IN GONT. SEALANT) WOOD CONSTRUCTION SEALANT a TOP 4 SIDES e' crlu �B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ----1 17,—, F--� &EKNT PENETRATION SCALE: N.T.S. 0 ELEG. METEF VERIFY LO /Ate=/A I C. Mr—L,=I V= STUGGO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC- METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM /Ili n, At / ti Irr-11 SIMILAR) APPLY A SILICON 5A5E SEALANT AT POINT THAT ELEG. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER *1, STUCCO WRAP WOOD SHEATHINGS 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 CSTF *1 5T F #3 WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH -1/8' TEXTURED FINISH ® WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a T' O.G. MAX 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH m MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WR5 LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER *1 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 9 5T E F *2 11 WR5 LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WR5 LAYER *2, FORTIF15ER 5UILDING PAPER 5T E f= 1* ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH W Reviewed for Code Compliance Universal Engineering Sciences 5T_ F #E;i 5T E F :16 9 ELECTRICAL RECEPTACLE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT - STATE OF FLORIDA MAR 0 0 2021 MICHAEL C. ANDERSON AR NO 17305 ra &Alll a DATE: Oa Oa� SCALE: 1/4"=1SHEET "h a " " LEGEND DRAINAGE PLANE (UJRB LATER #1, STUCCO UJRAI=) UJRk LATER #2 (FORTIFIBER — — - — - — - — 5UILDING PAPER) METAL LATH x x x x STUCCO UJ001D OR -1/16" ZIP UJALL SHEATHING SELF-ADHE5IYE FLASHING — — — — — V2� ORNER BEAD CORNER BEAD (FASTENER E SPACING m I" O.C.) Win! 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY' TO MASONRY' OP BLCCN Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SUBDIV & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT#-; 04321.200 007R1 MODEL. 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 0 9 2921 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL E STICK DRIP EDGE 1�1 I, -1/5" TEXTURED I FINISH 'a WOOD I �� 1/2' TEXTURED FINISH Q CMU METAL FASCIA WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 1 a METAL FASCIA WRAP 2X6 SUB BAND- 1/8' TEXTURED FINISH ® WOOD, 10 1/2' TEXTURED FINISH a CMU METAL LATH �J WOOD SHEATHING: OR CMU ; ! WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER % BUILDING: PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT � REl"fOVED BEYOND) OFF WALL :CO) > FINISH m :TUBED W/1 x4 NOTCH IN PEEL 4 STICK WRAP 1" OFF IB BAND 211 L PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0' SCABBED TO TRUSS W/126 NAILS 6"-8' O.G. MAX. 2x 5U8-5AND WAV2"x4' NOTCH 'a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C@ WALL SUB BAND DETAIL @ WALL W/KIC K--OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH s 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 ieWed for 2x SUB -BAND RevCompl anceode W/1Y"x4" NOTCH a unweSci Engin nceseering END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigiigroup.com AA #: 0003325 J 8XTBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHITECT STATE OF FLORIDA MAR 0 9 1011 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" wilm I T n a R Lf in, a., 27'-10" 10141' ❑ I FM-12X18 I � 00 4 e0 co I N eo N ap co `o g 4" CONC. F `O 3 I c- SLAB W u- u- a� 1.1 �— —4— — — — —1— —FM-16x18 N OJ a — — — — — —� 1 1.1 2'-8" 15'- „ 11'-8" 10'-0" 00 00 0 x co CVl m D,_O,, tQ - x f0 ur) Ir T°P OF T SLAB o u- y I N I J W U GO N I I WO -v 11'-10"V T-5" 20'-5" i- LL W 12x12 �- 11 8 1.1 4�C Z J A rl �1 00 1.1 o F-2 x2wil lin ro CWC-12x12— 00 OIIQ M co N� Yo U. co bo u- Oil o0 O� o0 V CAqt NN 00 �Ii w1 5 o00 2'_8„ g,_p,. g,_3" 9,-5" M a- 4tO~ 1 N 0N 1.1 ❑ W O I IU 00 � #3 TRANSFER J 24' O.C. MAX 2 co uo I I (VDOG r 0'-0" FIN. ELEV. �DOa Me DOa n I FIN. CONC. SLAB 001 DOG DCQ I� I 11(D DOG DOG ,., �� 0 DCQ ifl J DOG ——FMM=16x18 DOG DOI 4 4 mlEll i 2 10" 1.1 16, 0„ 1.1 27 1 .0 3' S'" 3'-11" 9,-8" -� Ci FM-16x18 — v o a (V O FM-12x18 - N 20'4" ,-4„ 5,_4„ ,_4„ 10'_0„ ,_4' 21'-8" 18'-0 , 39'-8" n FOUNDATION PLAN SCALE. 1/4" = 1'-0" N, FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+_0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGSARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURALDRAWINGSFOR WALKWAY SLAB LAYOUT. 11.GINDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm =2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE, MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITY SCHEDULE DN WITH OEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 18" - (2) #5's N0'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's + 0"_0" FM-20x18 20" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's (+)0"-0" CWC-12x12 12" SEE PLAN 12" - (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (+)0"-0" TE-1 8" SEE PLAN 8" (1) 95's 0"-4" SECURE STRAP TO A/C B SIMPS❑N W CONC. W/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL @ EACH TAP —CONS C❑RNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2) #8xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 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 J SvBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. ARCHFECT: STATE OF FLORIDA MAR 0 9 202) MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 0//3 03 21 SCALE: 1/4"=1'—O" SHEET S 1 R CL r m U O 71 v z_ O co b (e) EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z C N 1 i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB q A SEE SLAB SCHEDULE 4' ° a 4" CHAMFER (1-STORY) ° 6" CHAMFER (2-STORY) i ! SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=1-9' ' BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" a ° 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 i+7 SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS I BOLLARD SGALL: 3/4"=1'-U LAP PPLATEAMIN OF 48" AND L W/ 16d COMMON VERIFY HEIGHT NAILS,Q- OWS; 4" O/C BTM. OF WALL W/ PLAN LAP TO OC ROVER STUD 2x4 OR 2x6 WOO BEARING PROVIDE BLOCKING WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN SINGLE SECURE BT. P E TO BTM. PLATE TO BE PT. S /10d SONRY NAIL PROVIDE DBL. TOP PLAT 0! T GERED. A T L METAL C N TORS NOT RED WHEN NO FT IS PRESENT. 6 SEE SLAB SCHEDULE +_ 0'-0„ TOP OF SLAB d e ° ® SEE SCHEDULE All FOR WxD, BAR SIZE D BAR QUANTITY INTE R FOUNDATION OD WALL 9 SCALE: 3/4„_V-0" (NO P L I FT) e 9 z ,L STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND y SPACING REQUIREMENTS K Q W LY] U W JCC O� 8' CMU WALL ' O Z _ , 0'_0" TOP OF SLAB VARIES ° a SEE SLAB SCHEDULE TOP OF GARAGE ° .•- EXT. PORCH SLAB 4" CHAMFER (1-STORY) IlS W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT(WHERE •+ i SEE SCHEDULE APPLICABLE) Q' FOR WxD, BAR SIZE AND BAR QUANTITY (':)EXTERIOR MONO -FOOTING 2 ' SCALE: 3/4"=V-0" @ GARAGE III Lu o 0- \— U NEW REINF. BAR O a SECURED W/2-PART chi I EPDXY. EPDXY. MIN. EMBED J Q 8". LINO FOLLOW ALL MANE. 2 SPECIFICATIONS FOR = m I USE AND oo PREPARATION OF Z HOLE. LU J 4z 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO SCALL: f' D LI N P. POURS ) ?o;; 8" CMU F L C P.) 2X W L F MI 1/ 'DIA N STB2 BOLTS 5' S MIN UM E EDMENT INTO GRO ELL, 4" FROM ENDS AND 16" O.0 RTICALLY MAX 0 INTER R FRAME BRG W L TO BLO K WALL CONNECTION 11 SCALE 34" V-0" RB FOR ,SONRY ITS SET ELEV: )„ RECESS AROUND GARAGE DOOR OPENING SCALL: 314'•=1'-U•' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO U UPLIFT IS PRESENT. W SEE SLAB SCHEDULE Q TOP OF SLAB =AND ULE SIZE NTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o EL SPACING REQUIREMENTS IV 17 mw ( Z 18" C M U WALL O io b cn ° +.e e +- 0'_0 q ° .. - J. TOP SAB ••'I ' a '4 TOP OF SLAB e °q -e e q q^ Z fJ'' 4 .. ° e °e SEE SLAB SCHEDULE w ° -4. 30" MIN. EACH WAY - MONOLITHIC FOOTING ry b P 'b by^� b s P b s FM CORNER BARS, SAME SIZE AS LARGER BAR >>I IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ..b P SO THAT THE STEEL REINF, IS CONTINUOUS b•v b MATCH AMOUNT OF CONTINUOUS BARS LL .I v b'.. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE .p' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAWING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie 2 10 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V- EXT. PORCH SLAB 4! -4" CHAMFER (1-STORY) W/ 1/2" ISOLATION A q 6" CHAMFER (2-STORY) i JOINT (WHERE APPLICABLE) Z ° MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS 4 O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE c'> ° ° ° ° a4 d ° 4 q q .e 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 12 THRU FOOTING SCALE: 3/4"=1'-0" Reviewed for Code Compliance Univeis Engineering Sciences BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-35,91 www.abdesigngroup.com AA # 0003325 a \ (J Q, EDIV. .� f.REEKSIDE r PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODET • Id 4EHB A "2605-HAYDEN" i GARAGE SWING. I� LEFT (a f' :PAGE: K DETAILS � 4I 0 MPH EXP. ARCHTECT, STATE OF FLORIDA; MAR 0,91021 �. 5K"HR ANDERE,,C AFil W) 17305, � sa I°E{ 03/03/21 RtI MCAIZ: 1/4"=V-10 SHEET o 2 FIRST FLOOR DOWE SCALE: 1/4" = 1'-0 : e L O q , N N N 17.-4 13,-3„ 34 PL AN 2194 H WY A1A, SUITE INDIAN HARBOUR BEi FLORIDA 32937 PH:321-802-359: www.abdesigngroup., AA #: 0003325 CREEKSIDE t1 PHASE 2 il LOT #7 i< PRO JEC T# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. ARCHITECT - STATE OF FLORIDA Reviewed for Code - Compliance Universal Engineering Sciences MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 P E�T`T 03 03 21 DIM SCALE: 1 /4"=1' - 0" j 0 - TIE VERTICAL REBAR TO HORIZONTAL z REBAR W/ 10" HOOK — GROUTED BOND BEAM N J VARIES PER ELEV. Z a. N ° 11 d a I HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" LU LU go NEW REINF- BAR O � SECURED W/2-PART EL 0- I EPDXY. MIN. EMBED J Q 6", UNO = FOLLOW ALL MANF. Q SPECIFICATIONS FOR USE AND H Q PREPARATION OF C7 m HOLE. Z CD w� �r '✓'J�`a. a ..a 24t A 4 ° °. .. o.°d< A. d ° .. <°. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM s n b OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" b CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 3" #4 24" #5 30" #6 36" #7 42" M CMU UNIT DIMENSIONS b ARE NOMINAL SIZES MASONRY_ SYMBOLS 3 SCALE: 3/4"=l'-0" Reviewed for Code ul Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1 /4"=1' — 0" SHEET S1. 2 A 3 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wit (1 9) 1 Od x 1 1/2" H DG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wif 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, 1 5. LINTELS AND MASONRY BEAMS, WERE DES IGNED 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"A 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 P13SX.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 ZE & pESCSIRIFrTION REMARK 0 (2) 2X8 BEAM SCHEDULE ZNRRM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH/ T.OS = T bP OF SLAB ABBREVIATIONS E.E. = EACH END O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT I i MARK DESCRIPTION f fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS R�MARKS BTM. SIZE SPACING BB1 MASONRY 3000 8x16 N/A GROUTED SOLID BB2 MASONRY 3000 8X8 N/A P ROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES A 8F1611T11M10B 9 BB2 @ 8'-8" 3- SIDES GT co LL LL 00 00 M10B 8 F 32- 1 T/ I rV i;)13 8F40-1T/1M10B 2 UNO, PROVIDE BBI WHERE TRUSSES BEAR TOP OF WALL EL. 10'-0" TOP OF WOOD WALL 1 EL. 8'-8" 0 8F28-1Tf1M/0B 8F32-1T/1M/0B GT 8F42 (MIN)-1T11M118 B.O.L. @ T-0` ABV. 8F16 co FINISHED GARAGE SLAB 1T/OM/08 8F1611T/0M10B 8F16/1T/0M/0B xm KM — FIRST FLOOR LIFT BEAM PLAN. SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineerinu ED Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A CREEKSIDE PHASE 2 LOT #7 A PROJECT# 04321.2 0/007R1 MODEL: 4EHB "2605- HAYDEN" "V'1(31,ARAG.E SWING: LEFT ]PAGE: FIRST FLOOR LIFT BEAM PLAN AND ul NOTES 60 MPH EXP. Q�� ARCHM'_"�„- STATIFF'OF F1jQ'HrA WAICHAEL C. ANDERSON A9 INMC,17105 03/03/21 SCALE: 1/4"=1r-0" P, -I SHEET S2 J A�W�_MIFWE41 77_'Z,11,X77` m #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10"HOOK 30" TYP IC #5 BAR IN BOND BEAM A CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1-0" SINGLE BOND BEAM yAT HIGHER ELEVATION 4 SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p,, ,Lfo 0 OPEN FACE SHELL SO J l9 WI AS TO ALLOW BENT BAR TO BE PLACED IN , UPPER AND LOWER L#s MIN. REQUIRED IN BOND BEAM EACH CELL'HOOKED IN TOP BOND BEAM W/ STANDARD!ACI HOOK CORNERBARS 3 AT CORNER STEP l SCALE 3/4"=1 -0 A NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL REINFORCING (L2) 4ETHE LAST COURSE WILL BE A,60ND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM p / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A \�\\� �Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBLBOND — Q�� BEAM W/ (1) #5 BAR EACH COURSE \�G 8x8 BOND BEAM TOP OF i • F �p. W/ (1) *5 BAR BON F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM — �TTOF TYP. BE -1 #5 BOND BEAM 1#5 TYP. B"x16" 9 BOND BEAM *' 1#5 ---�. TOP OF NOMINAL LINTEL f(� TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. (� BEAM COURSE SEE NOTE 5 V'_') TI'� M/OB 8x8 PRE -CAST CONCRETE NO LENGTH OLINTEL. W/ F BAR BAWIDTH OF MASONRY P HEIGHT # OF #5'S, TOP OPENING -2" T IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DES I G NATI O N THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF 45'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" AND XFXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL., W/O STEEL (L1) REFER ..[ IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1M10B. INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW--�A PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND, BEAM 7 SCALE: 1 1 /2"=V-0" STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM de S, lksrm FASMERSPACING de=2"MIN, 24"M sa_24-"MIN ' sr=1 2" MLK2. _M = 3i IN, 2 M de=2IN,2 AX sa = 2 4" 9" MAX = MIN, 2 z.. AX* a=4"MIN, 22"M de.=2" MIN, .24" MAX 721dB sa=24' MIN,. 9".MAX s, =1 2" MIN, 2 2" MAX' ed=a"MIN, 22'. MAX *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS 8 DOUBLE STUD W/ 1Qd NAIL ATTACHiXNT. SCALE: N.T.S. 91 Reviewed for Code Compliance Universal Engineering Sciences /ADJACENT AILS 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 sa =.SPACING BETWEEN ADJACENT FASTENERS A ROW & PACING BETWEEN ROWS OF FASTENERS ed= GE DISTANCE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH:321-802-3591: Fr www.abdesigngroup.com AA #: 0003325 I' USz FIE" SUBDIV. 8e LOTS , CREEKSIDE a PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPil E...` ARCHrrECT: � STATE OF FLORID F I I MAR 09 2021 �41r, °IAEL C. ANDERSON R NO 17 305 z RIN : 03 03 21 DATE: / / SCALE: 1/4rr=lr-Orr wom a A 0 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD — POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8" 16-1Tros 1T/OB ttroB 1TroB 2-ttroB TYPE LENGTH 8�$ PLAIN 8/8 SOLID _ TYPE LENGTH W1T 8118-1T 8120-1T MA-1T 8128-1T 8/32-1T 818-1B 16-1T/18 1THB 1v1s 8-1T/1B 2-1v1B W2T 8/162T 6r20-2T SM4-zr &28-2T 8r32-2T 3'-0" PRECAST 1436 952 3114 4217 6321 6426 7531 3'-0" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3N5 4765 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3000 3815 4570 5325 6079 1961 6113 7192 6524 7827 8751 1303 3000 3815 4570 5325 6079 41-6" PRECAST 819 533 1770 24M 3033 3666 4300 4'-0" PRECAST 398 591 N-W PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6762 6541 7565 1207 27C7 3375 4043 4711 5379 5'�" PRECAST 931 1247 low2560 3123 36M 4249 PRECAST 411 411 5'14" PRECAST 1016 law 2374 29" 3513 4084 1319 4480 7196 7342 5780 am 1016 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST - - 909 1499 1971 2443 2915 3387 1161 3693 San sons 6548 5776 929 2080 2593 3107 3820 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 190 2332 2709 1139 3227 4598 7054 10000 8625 835 -- 1866 2329 2790 3251 3712 T-0" PRECAST 570 93O 2498 2205 2698 3191 3885 7'-6" PRECAST 303 534 7'-6" PRECAST -' 716 900 1181 1462 1743 2025 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 W-4m PRECAST 428 150 2204 2481 lets 9'-4" PRECAST 192 384 9'-4' PRECAST _ 454 586 767 948 1129 1310 r467 1674 2298 3081 4099 572 1318 1643 1969 2184 2519 10'-0" PRECAST 3881407 1247 1767 1904 2163 t3784 10'-6" PRECAST 151 301 10'-6' PRECAST 366 468 612 755 899 1042 1897 2781 3222 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2868 1T-4" PRECAST 132 417 11'h" PRECAST644 430 406 530 653 777 872 1312 1742 2252 2868 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 ON 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1470 13'-4" PRECAST 270 433 1045 1365 1732 2167 2535 13'4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 N o 443 526 W9 390 978 1272 1806 1950 2369 378 717 961 1192 975 1133 14'-0" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 508 628 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�4" PRESTRESSED 224 464 574 a" 793 412 1014 1340 1703 2118 2513 230 _387 616 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 �4 17'" PRESTRESSED _ 187 326 305 451 587 s6o 300 858 1121 1413 1739 2047 192 50s 720 501 1135 1312 19'�4" PRESTRESSED N.R. NR NR NR NR NR NR 1740 PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1487 1716 166 429 623 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 4_ 21'- " PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 1 373_ 537 890 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 =-0" PRESTRESSED _ 137 228 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 124'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 581 687 793 — ALL VALUES TARN 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 Reviewed for Code [p I Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHIITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON IIIIlh AR NO 17305 ld PRINT 03 03 21 DATE: / / SCALE: 1/4"=V-0" SHEET 2 e 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) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Ad x 1 1/2" HDG NAILS, FICL'ALL HOLES. 4'1 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. R 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 HILT[ X-ZF,POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17711 I 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 '6IFFERENT. 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. 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 CONDITIONSiSUCH AS INTERFERENCES WITH TRUSS WEBBING SHEETING ETC. iN IT ERE THE DIAGRAMS LOCATION AND S E SITUATIONS WHERE ACTUAL TRUSS WEBBING CONDITIONS CONFLICT; THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. ' F TRUSS MANUFACTURER / ENGINEER NOTES: 1- ROOF GIRDERS W/ UPLIFT IN EXCESS OF2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN:) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS ^' WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. n N TRUSSES W/2X4 BOTTOM CHORD END JACK BRACING/BOTTOM ll C aRoDWMvv4)10dId CHORD BRACING IN WHERE APPLICABLE NAILS FOR EACH C ORD CONNECTION A DISSIMILAR 130TTOM CHORD BRACING @ END i ams:Ili TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING B DISSIMILAR 0'I GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD 2x4 SCAB NAILED TO-pIAGONAL TRUSS CHORN BRACING/BOTTOM W/MIN (4) 10d NAILSCHORD BRACING FOR EACH CHORD CONNECTION TOM CHORD BRACING @ MID RUN P fi CONN ECTOR SCHEDULE I CONTROL DAI S: 01121k020 MiTek USP SI MPSON MIT ek JSP. S1 ARGON DESm VVLIFT GRAVITY DES HEIRT (:IfAVIIY FASTENER 1 FASTENER PTA 363E 3625 MITA-16 DER (8) ]Oil A11/21PLY, (7) IN 2'Pi EMBFDB' (81,]Ng11/2 I PLY,(6) IM NPON fMBEUC' (2)XTA 1S18 1110 N)'META IS IS. (12)IdeA I'S)]Ed x l vIn 1-P11 EMB A" N TA IS 10 Z0 NETA.I6 1810 (1Oj 10tl% 1/2 (8)16tl 2.PLY,FMBF04 I9),INx 11/21 PLY,(9)IN2PLY,F 8E06' PTA 20 18N HUA-20 1810 (10)106X1 LIT, (8) IN 2-PLY, EMBED 191 red x 1112. 1PLY,(8JINCPLY, EMBED 4" (ZI HTA-20 2a30 (21 HETA 20 2035 (12, PLO x 11/2 LADY EMBED4' LED)10d x 11/21-PLY, EMBF04" 1 25. (10 IN EMBED4 ) p2116tl 0 PLC EMBEU4" WGT-2 HER, LGT-2 BEES !URDB CPIPA3 Wd8 BArAncM1 WORD N6 Be (]j-1/4 21/4 TRUE WWUHH)IN WGT-3 3380 LGT3�SDG25 NED CUGC(4)3/8 %$ Wtlge-BOIt°A dOrSlN00DC21wsz (12)SIR 1/4 3TO GIRDER, ED3/g" XS'TITNHDTOINU 1HT120 2430 DETAL-20 2480 III) he TF USLOI(2)HTA-20PICIPEARLY (19)-10d x11/2, 1 PLY ALI RNATP USE OF (2) HETA20 CE PTABLE .. MIIGI154 INS MOT♦ 3965 (1)5/0"A,TR IN HIGHSTRENGTH EPO%Y(MIN. 12'EMBEU1,J22)]WTOWOOlR (I)5/9AT,R. IN HIGH STRf VGTH fPO%Y(MIN.I2 EMI1 TOWOOD XUGT2♦ 9575 HGT-2'n 3o69I WQOD(8) dMgSONRY (2)3/4'AiR (z)3/4'AT.R. IN H IG H STRENGTH F RISKY (MIN, LT 11 D)(16)1 TOWOJD HUGT3+ 9860 HOT 3T TIGER WOOD IB)]Otl MA50NRY(2)3/4°AT.R (2)3/4'AT.R. IN HION STRENGTH F PO%Y(MIN. 3Y FMBDS(16) 1 TOMOD LPTA ]510 PARAlIELTO WALL Tn>o PEOPLE! n cuuxiOwnli CLAY 1230 MOUTH 121E PERPENDICUWRTO ALL I TO WALL (10110a x I CP' 110)IDtl xt-1/]" MUGi15 - 390, V GI d940w 4X AITR IN HIGH STRENGTH fPO%YMIN. 12 "EMBED 4IN TOP. ()/ ( 1.() /(6]1ptl FACE/(]210C BAIXORTRVSS 1).5/8'ATR INHIGH STRf'YGTN EPDXY (MIN.12"EMBf ](16) 11J51/4"xJ POOL 95]5 (2)VGT: ]185 l2)S/B ATR IN HIG TREN5IH EPO%Y(MIN, 12"EMBEDI(8pod (2)5/B'AI R IN HIGH STRENGTH EPDXY(MIN, 12"fMBE)(32)S051/4"x3 MTW 12 965: M11-11 99D Il IN x 1 l/2,(14) 1 M (14110d X1112 FEW IT MRS HTSd6 1310 16110d X]1/2', NS) End 061IDdA11/2 FTW 20 ]355 HR.20 1330 r24)10d X ] 1/2", ENI IN (24) l h %11/2 XTDIN 13s HIS 24 'N NI zll/2 (N)IN IN)IEd x1112^ .12- SEE 6TA-12« 121 UB FEE - (101 H01 MAiI- ]235 USTA.18.. 3235 R41111 (14)1W MSTA'18- 1310 MSTA.18w 13B NNIN (14)1W sm..+ I 'I'D NFA-mw INT (E)1N (36) 30tl MSTA301h 1111 MSIA BEHL EDER (22)OM.- (22)IN META 31 2NI MSTA-E r. 20W CE)1N 2MIN 11I136 2765 MITI.36 36Ip (36)led X 1112 Did) Too A11/2, Ki51248 3105 MSTI-08 SOfi (48) IN %]]/2 (48110d X11 12 LETA6 980 HIS BOGS (,I)Ed a11/2 (1M TH, (8) .11. PLAT fi,(8) Ed TO STUIS SPIN 975 SP4 B25 1 116) 1 N TO SE U I S(6) IN TO PLATE (6) LOU x 1112' IN STU US MP34 121 IN 110 ILL% A34 e30 (A)Edx11/2"iOBEAM,I41Bdx11/2 TOPIbT, (4)BdXll/2" TOHLAM,(4)8d KII/2"TOPl3ST. ETm 680 ECK ISO (IO)INXL3l-TO TRUSS,.(10) I0tl Xvn'TOPLATF (12)10d x1 ALP BIT. 30M H10A 1. (9)]O4x11r2°TOTRLI86,(8)IWX11/2'TOPLATE ('I) Ed X I E/T' NUGT15$PHMA A]]5 VGi8 H0U1 4940 (20)IOtl i01TRUS5,(101 WIN WOOD SCREWS POST W/5/8"TH BEADED ROD (16)SM1/4"x3"TO MOD. J1065D51/4"x2112"W/i READED PO ,(2) NJS/WASHEB/2 PL( MIIOTIS &PXNP. M1115 vRA, H079 UP. RE)1M 1NIPUS5,(101 W53 WOOD SCRf WSTO PUSTW/5/8"TNRfADEORLID 16)-S051/4k3"TOW000(31-3/4"STVD BOLTS W/THREADED ROb. (2)VV 5/WASHEP/2PLY' PAWL 2535 6]]5 ABV442 23W 12W (1)5/e"A.TIR.IN HIGH STRENGTH EPDXY, (MIN .]": EMBED] IN CONQ,(12)16d TOWWD (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY, I MIN 7' )HCONC.(12)16tl TOO O WOOF ' SAUDI 2455 16005 ARE 66Z 2190 18205 (])s/B".A i. NHSPROPORNEPOYC MIN.]". EMBED) IN CONC.,(321IN TO WOOD (1)S/8"ATR. 6VHIGHSTRENGIHFPDXY,(MIN,]"EMB D.)INCON .12)1CMTO WOOD LTS19 tM 1205 LTT19 ♦I° 1310 p (1)3/4" ATII IN HIGY STRENGTN EPUXY,(MIN. ]' EMBED) IN COPIC, BIN TUMID (1)3/4'AT.R. IN H IGH STRENGTH EPDXY, (MIN 7' ENTER I ) IN CONIC. M)1M TO MUD LT1111-1 1111 ETT201w°. 1500 I1)314"AT.R. IN HIGH STRENGTH EPDXY, (MIN .]" EMBED) IN CONC.(3011 N x 14/2 TO WOOD (1)112AT.R, IN X IGH STRENGTH EPDXY, (MIN T' EM IF F )N CUNC.(10) IRS TO WOOD 1141 4160 "I 44i5 (2)EGO AT.fl IN HIGH STRENGTH EPDXY (MIN, 7- EMBED) IN CONIC, (131 INN 2 IN' (1)5/8' A.T. R. IN X IGH PER FN61 H FPDXY(MIN.]' EMBED )IN CONC.,(21) EA121/2 I I's ISO5 NTTI 5LGP 11)513'A.. IN HIGH STRENGTH FPWY(MIN. T EPARML IN CONS, 1261 IN A 2 TP2 (NSN-ATR. INHIGHSTRENGTH EPDXY(MIIN.]" EMBED)INC]AG,(26)]6d X21/2 UPHDl1., 14395 25°'OIISIh 11810 (N]"'qT:P INNIGHSiPENGTHEPOILY MIN TO- IN CDNC., 24 WS3WOODSIXIW$ ( ) ( ) (Ill Alit NHISEPTRENGTF E VO%Y,(MIN.10-EMBD)NCDN,(M)SM%x2%'WCODSCRfWS PHDSA 652s HD]B 6645 (11SA' AB'IN HIGH IT FPO%Y(HINT EMBED)INCONC(141 W53WOODSCREWS (1)J/8" A 8. IN HIGH STERNG1 H EPDXY, (MIN. T'EMBf )INCONC.EXI niMODBIXTSTOWOU LITERS ]8]0 11)7/8'qB IN HIGH STRENGTH EPDXY (MIN]'°EMBED) IN DOW(31]/8" SEJI a0OFETOWOOD NFM35%12D 25&) t1a0 .BHA 3.56/1125 3425 533] (p)1/2"'NBOLT EN MINE ZED&NOTLESSiHAN4"FROMEND PUT--/3/4"DIA ITWRAMSR/REDHEAD DYNA BOLT SLEEVE ANCHOR OR SO W/MIN S"EMSEDINAALLFOIN FACE, I14pN AT JOIST N%NATIP, IN HIGH STRENGTH EPDXY IMIN .675 EMEDMENT)I EPDXY, IMIN.6S"EMBf DEBT NE) IN C M J I A( E, ptl)1 TOSEAM i4 CMU TOP II)3/4"ATA IN HIGH STIIENOTH EU541211 3115 2710 NOdl HU5U12 (h,00 T "His(l0)i6tlroHfaDER 26351100%) 322D E25%), (I01 INTO WOOD pI)led TO HEADEI(, (J0)REd iO WOOD 1115/1211 F MILLER (CMU IYSI1 3GEU HVC410 (CMU1 l8W OSW Iis) 1/4"'Xf WS3 SCREWS,,(101 Ye TO W.RD, UIPOO)3116" TAPPERH(10) TIM TOMOD (181]%4^2-3/4.TITEN(9PEkFANGE)TOCMU,(10)Md TOWCOD.1 . HEDIBi ILOWD) 11. Id RED HUalo-2 (CMUI ]800 4,W (l8)NU•1a .535CREWs,(ID) 1M I. WOOD. VSPE-G01'i'16"" TAPER PH,(10)IN TO WOOD nE(1/4^xz-3/a"TRENI9PFx wNe51 TO CNV,f1O11 To wool:j EYNHEILCMO) 2As sass HVC21oa 1EW UIM UB11/4"":x "w53SCREWs,(ID)INTO: (101 ] E4 x 2 3/P'TREN (9 PFR FLgNGE)iOCMU (10 1N EO WOOD LG V (cnrJl wooU. usP(2o13p6 .TAPPER ,ppplNtowpop'. MM2 2125 fi065 LGUM262-Sp 143(1 5595 (4)3/tl"X4':Wetlge 6oll.Anc40rs WWUI4)Ws3 WODD5CREW5 (43%g x4ilifN Xp ANCHORS(2PERFWN6E TO CMV (4 j/4 %2. /2SM SCryfW6tOWWD r- - - - - - - -- FIRE DRAFT STOP L- - - - - - - - J 3/4" SUB FLOOR -� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS II �I 3/4" PLYWOOD-�"-"_;I 1 DRAFT STOP U ��� 1 PRE-ENG. FLR. JOISTS ' - CAL. II nEJV CAL in 2X4 NAILER FOR lA I I DRAFT STOP 3 1 y/q GT \Q I 3/4" PLYWOOD I DRAFT STOP 3B 9A 9A 10B 3 i-= o PLAN VIEW --C I --_ DRAFT STOP 11 ��FTI FT-1--r-T-TDETAILS II II II II II II II II II II 11 11 II 11 II II II II II II 11 11 II II II II II II II II II II II II 11 II...II II. II II II II II II II II II II II II II II II II II II II II II II II II II IIII II II I I II 11 II II I6 fl II II II II II II II II II II II II� 11 J9 II H Ih J2 J3 4 II II II U It II it II 11 11 II II 11 II II 11 11 II II II II II II II 2I 4 WOOD WALL W/ II II II II II II II II , II II II II II II u u II nnII IInII nii IiIi nII II I I IIII SYP. NO�� .2 STUuDS I1I I WOOD 12 WALL W2SYP N0, It STUDS aII IIfI II nnII - 12 O.C. 2X6 WOOD DBM1 WALL W/ DBL. I , u / I1I1 J6 II II II ESTUD ACH JOIST R II " 4 J4 1 ID r--� 111 1I I- II II1 4 DBLSTUC) Ir uII I1I1 I I I I 1 I I\111'InnI E E F E InNI InnI _-1 9A2X4 WOOD OPROVIDEDRAFTSTWALLW/DBL. -_ STUD UNDER THIS TRUSS AS TO 1 31 4 nI LIMIT AREA TO 1000 S.F. EACH JOIST .1 n PER FBCR (I 302.12 4 11 J7 IIT- 91 It 11 11 11 n n u n n n n n n PREFABRICATED EMR7I n II II JOISTS Q 24.O.C. _ _ II�� II II II II II IIa II �r �1 II II II II II LI II II II II II II II II II II II II II II II li it 11 II . 11 II II II II II LTA II Qx GT NCJ5E�.,'`10A I 1�_L_ 11� ll _ _JL _ -9B �EJ6E- CAE TDB EGE ��" ) y 1 I 11J L 'L 3 U U COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK - DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y2N5 Y2") SYP. HTT4 W/5/811 DIA x 5" PT., WOOD POST EXP. BOLT 5/S3,1A I I FIRST FLOOR FRAM SCALE: 1/4" = V-0" ING PLAN I -JOIST BM1 TO CMU WALL W/ SIMPSON LGUM46-SUS W/ (4) V x 4' 71TEN HD ANCHORS AND (4) Y4 x 2 V SDS SCREWS TO SIMI Reviewitd fof 0®60 Cof ogi 93 Uollyrefa£3I'�i�fll'Y8 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937) PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 �L t JI CLE kill �q L�I SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 F,�I DISODEL: 4EHB "2605-HAYDEN" GARAGE SWING - LEFT Fi PAGE: 00 FIRST FL OOR L R FRAMING PLAN 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/03/21 SCB�kLE: 1 /4"=1' - 0" SIMET S 3 k-(1) SIMPSON HETA16 TRUSS ANCHOR WITH > PLYWOOD SHEATHING, SEE (9) 10d x 1 1 NAILS TO TRUSS z � 'ROOF/WAWFLOOR 342) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z" 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) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 }' NAGIRDER'O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIAACCOMMODATE TRUSS REQUIREMENTS. SEE ARCHITECTURALANCHOR 2x SECURED W/ (3)16d GALV. COMMON NAILS.ENGINEERED WOOD 1x2 SECURED W/ 10dTRUSSES @ 24" O/C, GALV. COMMON NAILSSUBMIT SHOP DRAWINGS 12" O/CFOR REVIEW AND APPROVAL MASONRY BOND BEA SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TRUSS' SSSYPICAL -TGIR-DER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE — ,, \LPRE-ENG I -JOIST —:5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAIL'S DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BI BACKERBLCCK THICKNESS 4500 3/4 WOOD PANELS 6000 (2) 112" WOOD PANELS 60 (2) 1/2" WOOD PANELS - 90 12xLUMBER BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BO. t, 1=JOIST CONNECTION �a L.B.W. NOTCH DEPTH 11 /4*D } HOLE EDGE >5/8" T HOLE DIAMETER < 2 /5*D SGL. STUD OUTER 1130E' SPAN ONLY HOLE EDGE >5/8" BTM HOLE DIAMETER PLATE < 3/5*11 DBL, STUD A i STUD NOTCHING AND BORING LIMITS 8 SCALE' 1 1/2"=1'-0" T ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBP41T SWOP "ROOFM/ALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL i FASTENER SCHEDULE" (1) SIMPSON HE A16 TRUSS R WITH NOTE: ApT SYP #2 2" x 4", 9 10d x NC NAILS (� z ' TO - 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5"% W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. U 3ED IN ADDITIONAL PLY MAX. TO CONJUNCTION JTH' ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN /u WITH (4) B" x 5" TITEN HD TO CMU AND (12) SDS ` 4' x 2 z' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH J (2) Z" x 5" TITEN HD TO CMU AND (18) SDS Tx 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x"SECURED W (3) 16d (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4" X 3" GALV. COMMON 1x2 SECURED NAILS. / 10d1 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE ' SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a S(j) GIRDER CR ONNECTOS LSTA 1220GAUGE W/ 10dx1/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 9F�63 BNCMBLOCK THICIBiM 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER LVL/1-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN.7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB • 4 a. AA n VL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" A - SIMPSON IUS1.81/16 G <',1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 14) 10d GALV. COMMON NAILS TO HEADER FL#17241 . Tl B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'° WEDGE-BOLT/J-BOLT, 5" MIN EMBED 14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON IMIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#1724 D -SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT; 5" 1 MIN. EMBED (16) 16d GALV COMMON NAILS TO HEADER AND (0) 16d GALV, NAILS TO JOIST FL#2574 E - SIMPSON MIU4.75/16 G <j3455 LBS, U <'210 LBS W/ (8) 31N" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 6d GALV COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV: NAILS TO JOIST FL#1724 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" I -JOIST WOOD # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4),1/4"x21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL Iy, TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=T-0" 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) K (2) 2X4 No-2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL 1x4 DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED- -BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING,6-0" O/C ---- END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 24" 24 MAX w/ I -JOIST 8 END 8" MAX. SPACING END W/-JOIST TRU S G T' SHEF(POR TYP TYP P. SPACIN SEE FRAM PLAN END OF _. LEDGER BD. MAX MAX MAX (2) 2X8 SYP P.T. FROM (2) 2X12 SYP P.T. --314' EXP. BOLTM -BOLT W/ 2" LEDGER BOARD LEDGER BOARD TO BOLTIJ-BOLT Wl2" WASHER & 5112" TO BE USED 1. ENSURE THAT EXP. BE USED WITH (JOIST WASHER & 5112" MIN. EMBED. (TYP) WITH I -JOIST BOLTSIJ-BOLTS ARE PLACED MIN EMBED. (TYP) CELLS 8 ALL INTO GROUTED •. AROUND BOLT. FRONT : ; 2. SPLICE OF FRONTAND REAR LEDGER - {' LE DGER SH OU LID LAP A M IN OF � c0— WASHERS 3. ALL BOLTS TO HAVE W 5 E w— � 4, EXP, BOLTSIJ-BOLTS SHOULD (�) 2X12 NOT BE ANY CLOSER THAN 5". SYP-PT OD 5�: 5. ONLY LEDGER INDIRECT CT <' (2) 2X8. ` CONTACT (REAR LEDGER) WITH ; REAR — CMU REQUIRED TO BE P T LEDGER. SYP PT FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRALSPACMfi 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. DGER`DETAIL SCALE: 314"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT A7 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX -CONT. 2x4 SECURED W/ (2) 1Do's @ EACH TRUSS TO BE INSTALLED @ 1 U-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES Reviewed for Code Compliance Universal Engineering soen (�,,)ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359:1 www.abdesigngroup.com AA # 0003325 e r{ �I h L* ( L! :i 1 1 a F l Y } F�4 , 4 3, a 3 BDI LOd° T.'' V Ofi ( CREEKSIDE 5 PHASE 2' LOT #7 4 PROJECTA: _ 04321.200 007R1 MODEL: 4EHB r 2605-HAYDEN C-4ARAGE SWING LEFT IJ DETAILS 0 I— JOIST) r l,' `'.'60 MPH EXP.;'.( ARCH'_ ee 1 aTATE ®P- J s - --- I MAR 0 g 2021 IMICHAEL C. ANDERSON L DATE• 03/03/21 4 ° '.SCALE: 1/4"=1'-0" F allEET I S3.1A SIMPSON H6 WI - (8)8d COMMON NAILS 2x STUDS LONG#8 WOOD SCREWS x 2" SIMPSON H6 W/ (8) 8d EACH END STAGGERED C COMMON NAILS. EACH #8 WOOD SCREWS I AS SHOWN END EVERY STUD OR ON x 2" LONG @ 3" O.C.; 11111 EACH END OF "BUNDLE" STAGGERED OFF = OF STUDS CENTERLINE DEL SEE BOLT SYP #2 LEDGER. BOL 3/4" AS SHOWN T SCHEDULE, PLYWOOD FLOOR 1 SHEATHING 8" CMU WALL REINF PER PLAN 8" CMU WALL REINF PER PLAN 3 �3/4" 3/4 PER ELEVATION O(SEE _ PER ELEVATION. O � SCREW PATTERN w0 3 SCREW PATTERN n 1-JOIST (SEEz An 0 VU N FRAMING PLAN) 3. m0= p of uw �, OQ PER ELEVATION_ z _w PER ELEVATION �z (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE _- 24" M -JOIST (SEE MASONRY NAILS BOLT SCHEDULE. 10/S31A- 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ @ 12" O.C. MASONRY NAILS SIMPSON SPH41SPH6 BTM. 1X2 FIRE -STOP @ 12" O.C. I -JOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 1/2"HDG NAILS 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" 3 SCAI_EC:3/4"=1'-0" SCALE:3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL _- --- PRE-ENG AT FIRST TWO BAYS 4'4' O.C- (AT 8 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION 2X4 DIAGONAL BTM- CHORD . ' BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH SECURE 2x6 PT. PLATE TO BLK �."' STRENGTH CLG. BOARD w'� -: A - SIMPSON MT312 4x4/4x6 SYP NO, 2 W/ 1?2" DIA. ANCHOR BOLT W! 2" "^`= r c,: U < 990 LBS W/ (14) 10d -- SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO WASHER SET IN HIGH GALV. NAILS 16d TOENAILS SLAB. SEE STRENGTH EPDXY 6" MIN. B - (2) SIMPSON MTS12 SCHEDULE -- DOUBLE TOP PLATE EMBED. AT 32" OC MAX- U < 1420 LBS W/ (14) 10d BELOW FOR SECURE GABLE TO 2x8 P.T. GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION -- PLATE W/ 12d's 8" O-C. MAX WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CO C. POURED — BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE Reviewed for Code O ° Compliance PROVIDE BLOCKING Universal Engineering o ' Sciences SIMPSON SPH4 OR SPH6 BTM — 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ - 10d x 1 1/2" COMMON NAILS _ FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2' CONT. 2x4 SECURED W/ (2) 101 @ EACH 10dx3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10 b 1 0c SCALE: 3/4"=V-0" OC MAX. GABLE END BRACING W/ PRE-ENG GA B L E TRUSS @ CMU WALL TRUSS TO POST CONNECTION a q. A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV- NAILS. 8 SCALE: 3/4"=1'-0" n S 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 2 112" SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TOSLAB CONNECTION 9a 9b SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST 13ASE <U:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BAFIE <U:2,300 G:10.335 W/ 618 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 2-1/2" NAILS TO POST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-80 -3591 www. a bd es i gngro u p. co m AA #: 0003325 SIMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL 4EHB 2'2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ARCHfI STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/411 = 11-0 11 SHEET S3. 1 B VTCR SPACING (1) AT EAI ANn 6'-0" n, SIDE VIEW PRE-ENGINEERr-u VALLEY TRUSS CONNECTION SCALE: N.T.S. t , 4 -y a ERReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SuBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SATING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHrMCT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1/4"=V-0" SHEET S3e1C m 6 I I zoo u�� 0 v o I, 8' 0" 0 )' -- o w i Elio L- - - - - - - - - - - - - - - - - - - - - - - 2'_0" 7_0" T-4" 5'41 21_$18'-0 I, 39'-8 SECOND FLOOR DECK PLAN SCALE: 1/4 - 1,_pI Reviewed for Code RPVe 31IS:p( a �'' J4 �Pfiaua,rr S c ,r�.nean� IM UBDIV. & LOTCREEKSIDE PHASE 2 LOT #7 ROJECT# 4321.200 007RIODEL:4EHB 2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 FIRMT DATE: 03/03/21 .-I c"GPiI..E: 1 /4"= V - 0" 0,1 ]MET S 4 a t Ili } C A 37,-6„ 331-$1, 27'-$, 23,-4 161-41, 11 �-2„ 6-2" 2 4 r SECOND FLOOR DOWEL SCALE: 1/4" = T-0„ O r9 N Reviewed for Code Compliance Universal Engineering 1P Sciences 2194 H WY A1A, SUITE INDIAN HARBOUR BEA FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.c AA #: 0003325 s �I l tI � 4 i3j r' Al ¢¢s�y e?� Hi UBDIV. ac LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" �J .AGE SWING: �. LEFT i I'AGE: SECOND FLOOR DOWEL PLAN [60 MPH EXP. ARCHRECT- STATE OF FLORIDA MAR 09 2021 MICHAEL C. ANDERSON AR NO 17305 FIRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET S4e 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, 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 A 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 ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HiLTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177'F°;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. HEADER SCHEDULE MARK !DESCRIPTION REMARK 1Q (2) 2X8 -- / GT BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B, = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T O.S TOP OF SLAB ; ABBREVIATIONS E.E; =EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT < REINFORCEMENT STIRRUPSfc s U.N.O. PROVIDE BB2 WHERE SIZE MARK DESCRIPTION (PSI) W'xH' yj�`EMARKS ROOF TRUSSES BEAR, BTM. TOP MID SIZE SPACING TOP OF WALL EL 18'-8" RC1 MASONRY 3000 SX116 (1)#5 1 (1)#5 N/A GR UTED SOLID _. b ? ; MASONRY 30D0 Sx8 (1) #5 N/A GR -UTED SOLID - '. a., SEE SHEET S5.1A FOR SAFE LOAD TABLES 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 ` PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 lag I '1 G= Ii �u rfj I �j j ,I N CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 I MODEIz 4EHB "2605-HAYDEN" C_-� A -RAGE SWINGS LE F T ti _$ SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. ARCHfTECT� STATE OF FLORIDA MAR 0 9 202 �1 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SxEET S 5 3 "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 1 SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS OB 8/8- 16.1T/OB 0-1T/OB 1T/0B 1T/OB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8/16-1T 8/20.1T 8124-1T 8128-1T 8/32-1T 8/8113 16-1TH6 tt/16 1T/16 8-1T/1B -1T/1B 8/e erie-2T sna2T Sn4-zT Sn6-2T er32-2T PRECAST 1436 952 3114 4217 5321 6426 7531 3'$" PRECAST 689 1024 3'$' PRECAST 1N 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 414" PRECAST 15 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 30 80 3815 4570 5325 8079 1981 6173 7192 B524 7827 8751 1363 3080 3815 4670 5325 8079 W-60 PRECAST 819 533 1770 2400 3033 3666 4300 4'$" PRECAST 398 591 4'$' PRECAST _ 1207 2582 3375 4043 4711 5379 1825 5743 7547 0752 W41 7565 1207 2707 3375 4043 4711 1 WM 5'14" PRECAST 931 1247 1999 2560 3123 3688 4249 5'�" PRECAST , 411 411 5'-4" PRECAST 1016 18M 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3901 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6038 IBMy�6 828 2080 2593 3107 3620 4133 61$" PRECAST 692 1139 3227 3031 3707 4383 5061 6'$" PRECAST 410 721 61$" PRECAST 835 1201 — 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 U51 3712 T$" PRECAST 570 938 24N 2205 2M 3191 3885 7'$" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2618 2621 V-4" PRECAST 192 384 9'-4' PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'$" PRECAST 388 487 1247 1767 1904 2183 2028 10'$" PRECAST 151 301 10'$" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 V63 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 1 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 1 2048 2586 3171 440 940 7300 7580 7314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'- 4" PRECAST 308 303 30 484 575 645 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 16M 1N S 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 Iwo 1950 2389 378 717 981 1 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED = 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15,40 PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 610 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 385 451 587 680 300 ON1121 1413 1739 2047 192 506 720 501 1135 1312 191-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 4 19, " PRESTRESSED _ 162 268 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 588 833 1038 1168 1468 142 373 537 890 816 943 22'-0" PRESTRESSED ° N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 " 22 -0 PRESTRESSED _ 137 226 290 359 428 497 185 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R.1 . 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 466 581 687 793 - ALL VALUES TARN 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 6 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHITECT MAR 0 9 2021 MICHAEL C. ANDERSON IIIk AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1 /4"= V — 0" 31—MET o /� 5 . 1 A ' 1 a 4 1 P FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE n 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 TRJSS 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 HILT[ 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 TRAY/COFFERED CEILINGS. AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR REMARK MARK DESCRIPTION REINFORCEMENT 4X6 (3 Y"x5Yz") SYR HTT4 W/5/8" DIA x 5" 5/S3.lA WD-1 PT., WOOD POST EXP. BOLT 9 9 u a CJ 1C 1A 1 0 1AA CJ5 0 CJ3 CJ1 LO M U U U II -ii n n n n—.�.17 CA ,kinCJ3!/G CJ5 A8G A7 IA5 1 I I I o 0 A4 Q IA3 PRE -FABRICATED OI — A2 TRUSSES @ 2 O.C. -- --_ = TYP> A RIDGE A2 22"X30" ATTIC10 =_= A4 LL — = A5 I I I00 �= A6 Q GT u u u yip B1 CJ5 II II II w 1C O Q O "Ali x C U O 0 0 CA Z m Z U rr O x U 1A 11 a � U O o[[ � N o Q O Ud J Z_ U z m o o � O U� B2G GT F_ ii ii ii II CJ3 0 �N tiiA --- _ _ _ II II II II II CJ5/\ II II II II II CJ3A �,A �I II II II y✓ EJ7 II II II cm Ln U U U m U U n n n Lu WII wll ROOF FRAMING PLAN SCALE: 1/4" = l'-0" J CA Reviewed for Code ComPliance 1'z"T'neering s ,;ences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECT# 04321.200 007R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. ARCHrrECT STATE OF FLORIDA /1V MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1 /4"=1' — O" SHEET S 6 f S A' i I A GABLE - END "c HIP ROOF ROOF WIND DESIGN PRESSURES I. W' L c NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.60) 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: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACJNG) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN JOINTS W/ IN 4' ' NAILS @ 4" O.C. EDG EWISE 2x4 BLOCKING ALL PANEL JNTS OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Bd RING SHANK, 2 3/9' 0.113 170,000 RING RINGS F1667 SCREW SHANK PERf PER INCH) RSRS-01 8d RING SHANK, 2 3/8" 0.113 I F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN MAILS AT 6" O.C.'AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHM ATrAICHEAME r 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 V N z W Z O (D W Z @ Z �? =O CP (D z 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES • J • Z z Y W Z lL 2 z W U z O 00 @ . e M W a rn zW (=7 w Y @ z CJ N O Z_ a 00 11 v� W IY 0 U W Y Lu U W Q 0 N C Z� o� 5 m BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE , C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ^� TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S . t (—#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MM IN FIELD. UNTHIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD• ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED TO EARTH AINED CONCRETE EXH 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 3l4', ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 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 DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE 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 PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK: 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-VVORK. CONTAINS MORE THAN Y." OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE ' DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/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 Y-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE 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: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER. ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. IS pet TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMII CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (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. 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" 0 MS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT), STRUCTURES AND SPECIFICATIONS FOR MASONRY TR S STRUCTURES AND COMMENTARIES AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE U OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEIc. CONSTRUCTION SCHEDULE, AND, MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT . ANDCLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS GS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270- HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS =AILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED F.ND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL' MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M,. Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL. BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE'B, TYPE E OR S, Fy = 2,000 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADED5"STRUCTURAL 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125MBOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" «/-PRIOR TO THE ADDITION OF PLASTICIZER , WITH SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING; TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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): 8. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1/2" FOR #5 AND SMALLER TFOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Reviewed for Code Compliance 314" FOR SLABS, WALLS AND JOISTS Universal Engineering 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS Sciences V FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TV PI- SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1X2 PT FURRING TO CASE HARDENED C(111 e„ O/C GARAGE DOOR BUCK TAPCON MASONRY 1 12" EMBED. 4" END DIST, MASONRY / CONC. NAIL 1 1!2" LCiNO. TO MASONRY/CONC. FASTENER 8 O/C1 1/2" EDGE DISTSGD, AL. EXT. DOORS CASE HARDENED COII 9" Oic WINDOW/DOOR! FASTENED GARAGE DOOR BUCK ElW- 16" OIC (318" DIA) 4" EMBED. 4" END DIST, ix PT, SEE NOTE 6 NAIL 1 1/2" LONG STAGGERED INTO MASONRY/CONC. TO MASONRY/CONC. EXPANSION BOLT 2P'O/C (112" DIA) 3" EDGE DIST. WINDOWBUCK CASE HARDENED COR 91 O/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ix PT SEE NOTE NAIL 11/2"LONG STAGGERED INTO MASONRYICONC. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR (2) 311VDIA. "TAPCON' OiC 1 1/2" EMBED, 8" END. NON -BEARING WOOD 12— EXPANSION 4" EMBED. 4" END BUCK 2x PT, BEE NOTE 6 NO WASHER ."FASTNER 18" DIST, 1 1/2' EDGE DIST WALL TO CONC. SLAB WI WASHER BOLT 24 On DIST, 3"EDGE DIST. 2x PT WINDOW BUCK 0.138• PAF x 2 V9' 9" D. 0/C 4" ENDIST, 1 m" PT TO STEEL COL. - STAGGERED EDGE DIST. NOTES NOTO 1. STAPLES SHALL NOT BE USED FOR ANY S1 RUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 +s SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #7 PROJECTJI: 04321.200 007RI MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=V-0" 1 TYP. EXT. SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS r NMI Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Deign APPROVAL REVISION DATE Pressure Pressur For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as FL17499.Z R8 10/08/2023 SH Window 185 SH MI Window and NohImpact shown in elevations and installation details.For anchoring through frame into masonry (+38)/(-48) (+50)/(-50) Doors / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8"minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry /concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 R5 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1' .min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48;1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door `Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2) / (-48.2) installation details. 1/4" concrete screw 6' edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single � of transom centerline to bucking. Fastener spacing @ 15" a/c max. @ head and jamb. FL20461.17 R6 12/31/2021 door with transom Smopth Star Therma Tru N/A Min. embedment of all anchors to be 11/4" 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C (+36) / (-47) (+47) / (47) FL16107.3 R13 R14 ( ) Double garage 16.2xT73 W6 Clo a - P y N/A', (+29) / (-35) (+36) / (42) PENDING APPROVAL 3/8" Simpson Titen heavy duty 'screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4', min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12/31/2023 Door(ALT) 8024 Wayne Dalton N/A' 1 9/32" thread penetration into seasoned d wood supporting structure. p dry PP g (+29)/ {-35) (+34.4) / (-38,3) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 12/31/2023; Double Garage Series 170-175,177, 180- Overhead' N/A and bracket location. 2 3/4' min edge distance. (+29) / (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A,' above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A / N/A into shingle surface, Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows, fastened 12"'O.C. in the field. FL15216.1 R8 12/31/J023 Underlayment RhinoRoof U20 Interwrap N/A; FL5259.1 R3� 12/28/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment. (Alternate) weatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 ` Rl 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB 1 APOC '; N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A, Install per manufacturers recommended requirements. N/A N/A FL19567.2 RZ 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A A (ALTERNATE) FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. +31.6 /'(-38.8 ( ) ) +157 ( ) / (46.1) 12/31/2023, Install per manufacturers recommended requirements. FL15272.1 R4 (R5) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A, (+31.6) / (-38.8) (+75) / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be headed N A / +47 53 ( ) / (- ) Less than 6' span panel MFG. i screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in / FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N / A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be headed N / A {+45) / (-50) 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 R5 6/27/2021 ZipSystem Wall Sheathing Huber N/ A Install per manufacturers recommended requirements. N/A N/A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding C@rpplank Building Products, N/A,, Inc Install per manufacturers recommended requirements. FL1392.1 R7 1/1/2055 1 Joists (2 Story 8C1 ESR-1336 1 �N/A, Only) CONTROL DATE 3.30.21 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w W 5 0 U W lll r w � Q � 2 o � Q O 0. lX Z O � U F~ 0 � Q � 9 fi fi Z.7RDIV. 8t T: ST LUCIE COUNTY MASTER PA FIROJECT* @t, ,�idODEL: k` EXPRESS SHINGLE _ GARAGE SWING: C r 4s i L60 MPH v'XP. , `7 Yl ARCHITECT v STATE OF FLORIDA ,I �i i I MAR 3 0 2021 l Ro!, M1CHAEL C. ANDERSON a i AR NO 17305 RI B 03.30.21 DATE: SCALE: 1/4"- 1' €J" 8I3EET F; � A :.