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HomeMy WebLinkAboutBuilding Plans99 99 )A Y �O n J LI 2194 HW'Y A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N W wr H 0 M E S 2 0 h a v 4 h A i PAL 1 T�I: (321) 73 -7 Fax (321) 733-7972 W STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: -FLO A I]]NG CODE, ABV ABOVE LAY. LAVATORY DATE DESCRIPTION ; IAL A ( TA AD AIRCONDITIONING LUMM.C. MEDLUMICINE 06/28/11 2-STORY ARCHITECTURAL SHEET DESCRIPTION 9 CAL A CODES ADJ. ADJUSTABLE r M.C. MEDICINE CABINET, ALT. ALTERNATE MFR. MANUFACTURER 12/15/11 APPLIED COMMENTS FROM M. SEAY AMP AMPERAGE MIN. MINIMUM — PG CI —COVER .SHEET DR HORTON HOMES ®OCCUPANCY — RESIDENTIAL, GROUP R3 ED. BOARD M.T. METAL THRESHOLD 01/15/18 BID SET ISSUED CONSTRUCTION TYPE — VB CL CENTERLINE MTD. MOUNTED PG GN— GENERAL NOTES SiT�D7:<i LCyT: 1430 CULVER DRIVE NE CAB CABINET MTL. METAL 02/13/18 ADDED ELEV. 'Y 4 ,K' WIT1-4 SIDING PER MARK 50WES MIN. INTERIOR FINISH — CLASS B — PG Al —FIRST FLOOR PLAN CLG CEILING N T.S. NOT TO SCALE PALM BAY FL 32907 "BASIC WIND SPEED — Vult=160 MPH CIA. CLEAR O.C. ON CENTER 02/20/18 51D SET RE -ISSUED _ PG AlA—FLOOR PLAN SECTIONS/DETAILS CREE�KSIDE CON' Vasd=124 MPH CIPT. CONCRETE PL PROPERTY LINE 04/IUIB FOOTING REVISIONS PER M. 5OWES PG A2—SECOND FLOOR PLAN PHASE II TEL: (321) 733-7092 -EXPOSURE - c APT CARPET P.B. PUSHBUTTON cT CERAMIC TILE PH, PHONE 08/11/18 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL PG A3H—FRONT & REAR ELEVATIONS "H" LOT 34 FAX: (321) 733-7972 -I—STORY RESIDENCE — D. T. DRYER PLPLATE .2—STORY RESIDENCE — MAX. HEIGHT AS PER LO AL DBL. DOUaLE PLYWD. PLYWOOD 01/26/15 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 812A PG A4H—LEFT & RIGHT ELEVATIONS "H D.G. DUAL GLAZED PR. PAIR AND STATE CODES DIA DIAMETER P.T. PRESSURE TREATED 02/26/19 PLAN MAINTENANCE PG EI—FIRST FLOOR ELECTRICAL PLAN PROJECT# DIM. DIMENSION R. RISER PG E2—SECOND FLOOR ELECTRICAL PLAN 04321.200 034R2 DISP DISPOSAL RAD. RADIUS 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DP DEEP R.A.G. RETURN AIR GRILL PG Pl—FIRST FLOOR PLUMBING PLAN M®DE7L. STATE OF FLORIDA SQ. '. CL4I,C. S DR. DOOR REF. REFRIGERATOR 04/15/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL i3ATSON pG P2—SECOND FLOOR PLUMBING PLAN D.S.DOWNSPOUT RM.ROOM 04125AS REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE 4-EHB DTL DETAIL R.O.ROUGH OPENING —__ PG Ml—FIRST FLOOR MECHANICAL PLAN PROFESSIONAL ARCHITECT: D.W.DISHWASHER S.C.SOLID CORE EXTDR 04/26/19 UPDATED LEDGER BOLT 912E 4 SPACING PG M2—SECOND FLOOR MECHANICAL PLAN "2605-HAYDEN" EA. EACHELEVATION S D SMOKE DETECTOR GARAGE SWING: MICHAEL C. ANDERSON ELEV. ELEVATIGN S.H. SINGLE HUNG O6/19/19 REVISED I -JOIST LAYOUT PG Dl—DETAILS EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING 06/21/19 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK 80WES PG D2—DETAILS RIGHT 1 ry t] AR NO,. 1 305 EXT EXTERIOR SHWR. SHOWER PG D3—DETAILS �F.G BR. FIXED GLASS SQvI. SIMILAR 09/13/19 LEDGER BOLT SPACING: REVISED PG WAi—WALL ASSEMBLY DETAILS PAGE: F.G..... FUEL GAS SL. SLIDINGD IST FLR LIVING 1104 9Q. FT. FIN FINISH SL. GL. SLIDING GLASS II/15/19 ADDED COCOA PLUMBING RISER PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC 2ND FLR. LIVING 1501 so. F r. FLR FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 2194 HWY AM SUITE 301d FLUOR. FLUORESCENT SWS SHEAR WALL PG WA3—WALL ASSEMBLY DETAILS COVER FR.DR. FRENCH DOOR SECTION 05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL TOTAL LIVING 2605 SQ. FT. i FTG FOOTING TEMP. TEMPERED GLASS PG WA4—NOT USED L� INDIAN HARBOUR BEACH, 1' L 32937 SHEET GARAGE 431 80. FT. GA. GAUGE THK. THICK 01/01/21 2020 F5C UPDATE PG WA5—NOT USED Tel: (321) 802-3591 — -- GAR. DISP. .GARBAGE DISPOSAL T.O.C. TOP OF. CURB PORCH 11I SQ. 1=T.PG WAB—WALL ASSEMBLY DETAILS MPH jJ G.F.I. - GROUND FAULT CIRCUIT T.O.P.TOP OF PLATE 6 0 MPH E XP. Y COVERED LANAI a® sQ.FT. INTERRUPTER T.O.S.TYPICAL STRUCTURAL SHEET DESCRIPTION GL. GLASS TYP TYPICAL TOTAL 3233 SQ. FT. GYP. BD. 13YPSUM BOARD U.N.O. UNLESS NOTED / H.C.IHOLLOW CORE V.P. OTHERWISE R ROOF' PG Sl—FOUNDATION PLAN AAFICHITEC DRAWING CONTRACT DOCUMENT A/C VOLUME 22403 CU. FT. HDR. HEADER W. WASHER PG S1.IA—DETAILS pt; HGT. OR HT HEIGHT W/ WITH REVIEW BY BUILDER iNSUL. INSULATION WD. WOOD PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR TNT INTERIOR WDW WINDOW PG S1.2A—DETAILS W/H WATER HEATER INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON — — PG S2—FIRST LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (A5 --- --- — PG, S2.1A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND — -- — PG S2,2A—SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT RASED ON THIS --- -- PG S3—FIRST FLOOR FRAMING PLAN i 2Qj DRAWING BET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A—DETAILS hNIC F OI E-, C. ANDEMON BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B-DETAILS AR INO 17305 INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1C—DETAILS, AB DESIGN GROUP wILL RESPOND To ALL WRITTEN PG S4—SECOND FLOOR DECK PLAN PRINT O1 18 21 PG S4.2—SECOND FLOOR DOWEL PLAN DATE:RFI s IN WRITTEN DRAWN FORMS IN A TIMELY SCALE: 1/4„ =1 —)S Reviewed far Code 0 MANNER. AB DESIGN GROUP TAKES NO — -- PG S5—SECOND LIFT BEAM PLAN AND NOTES Compliance Universal Engineeri% SHEET RESPONSIBILITY FOR INTERPRETATIONS OF --- — - PG S5.1A—SAFE LOAD TABLES Sciences CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE — --- BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG S6—ROOF FRAMING PLAN i I ONSTRUCTION BASED ON THE DRAWING SET. — — -- PG SNI -DETAILS 0 M® GENERAL NOTE8 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN IAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS AR UNDER FBCR 7TH EDITION (2020) UNO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALE VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND''/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODE 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/E NGI4ER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. (WAGES AND CARPORTS GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER SECTION R302.51: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPF ED N SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. I3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 1 HE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE (0,48 MM) SHEET STEEL 1 MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 1S A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. M SrM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. S, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND COUNTY BUILDING AND ZONING CODES, 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 1S IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA-THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3: CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH ''/z' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. DIMMOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. RIOR CEIUNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE"W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSMUCT10N OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance 93 UniversalEngineednc Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w c i w C I I 91UBDIV. 8e LOT: CREIEKSIDE PHASE II LOT #34 PROJEC".T# 04321.200 034R2L: MODE, 4EHB "2605-- HAYDEN" GARAGE SWING: RIGHT ARC.FHrT T- STATE OF FLORIDA JAN 2 7 2021 . MICIHA�C-b. ANDERSON AR NO 17305 r ssbar i DATE: 01/18/21 ;SCALE: 1'/4"=V _OOP SI-IEE7' CT GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED TOPOGRAPHIC DESIGN r WEATHERING' FROST LINE TERMITE LOAD (MPH) EFFECTS'` CATAGORY DEPTHb NA 160 C NA NEGLIGABLE NA VERY HEA, FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL HE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 v e0 S1 PRE-ENG TRUSS DOUBLE TOP PLATE SP4®32' OR:. MAX 2x CONTINOUS STRESS 15LOLXDO MID WALL 2x STUDS 0 16' OL. MAX, ur�x 0 lA VTER ICE HARRIER FLOOD AIR MEAN :SIGN UNDERTLAYMENT HAZARD 5a FREEZING ANUAL EMP' REQUIRED" INDEXTEMP! 42 NA SEE sukvr=y NA NA 31 2-l'-10" S VE 10'-01, I 111_81 5 _4 ® (verve SiI HB• 3❑(2) 3052-814 I 127-4° DDOG i a I J ROOMcL I I NG ROOM V-8' CLG. 7- 2 3P_8 5 III I 1I A I 1 II ! ETrm C3 aT3 zE ®1001"1 VIG I I 8'-8' CLG. Q X 12'-4" BEDROOM #2 8'-8' CLG. 3- w 1 Nemww!dww"■�ma�m 11111E � � � AS PER m I 41, 'I `FASTNER SC04EDULE _I eISr FI.00R eTUDa r0 2868 to2ND mom STUDS 3'-O" 2'-8' N 81_0I0 4'-03 8 �✓� d^ SIMPSON MOTA-36 r _ 32' O.G. MAX j L Cam_ p PRE-ENG FLOOR TRUSS m I. 7 REK I — 3-13H I - ° -- STAIR DATA A 16 RISER a -IB4° 15 TREADS ®10' rc aaRE DOUBLE TOP PLATE 2x STUDS a 16' Or— MAX, E u.Ox II I 2x COMINOUS STRESS SECURE ST. PLATE TO STUD W/ SLOCKINfa MID WALL. SIMPSON SP4 632' OL. MAX 1 13 -0 5 -8" SECURE 9T. PLATE TO 6LA.0 IW 1'x9' ANCHOR BOLT UN 2'— WASHER MIN. • 32' HEIGHT OF GARAGE Or— MAX, EPDXY NOT p - VARIES WITH SLOPE OILIRBD FOR EXPANSION WLQ �EA ■ v l iiR - SIMPSON Si • N 81-8' GLCi. III W-V CLG. 32' O.C. MAX III III 3068 ,0. III W/12" e • ^ '.* 4' CONC. RESFORCED, W/ ili WIAXWA ,h UW opt FImERMESH ON 6-ML. VAPOR III `V` TRANS Zr p' RETARDER ON ILELL-COMPACTED CLEAN �A- 21-10" FILL TERMITE TREATMENT TO BE p ISORA-CARE APPLIED AT FRAMNfk in U 4' 1'-0' '4' 4' (2) 1S RESIAR ON CHAIRS 3 8 3052-SH k-NV2 STORY INT. WALL AT GARAGE 1 C2) Lj 01'-m° SCALE:IR'-l'-O' ro �- 0 � � 8'-8' a� I v � 01-0 -4" S -4" V_4= - -- .. �3 : �. GABLE ROOFS 0 10• F &..:.. i%mmA .gyS_� M 7ba I° W "r 0 1" fir` 4ft,raM)aa PWRE fool. ) 01 POWT AND CLADWw PRESWREmrs GARAGE 8'-8' CLG. 16'-0" X 1'-0' O.H. 20' -4" 21'-8" Wi 21-8" M II�Y:�ci: 0'MIN. / LLARD .O< As .., f• ,•.< .o' PER BLDG. P••• oa CODE p• Ell 11 COMPONM AM CLAIM Will LOADS BASIC WW FOR 9 OPEW= SOUAFE ZOpE MD WH AID TYPE FOOTNOE MIN. WINDOW 10 5 3-1/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 DR MIN. CRITERIA S.G.D. MIN. 41 5 34/-47 CRITERIA 8010 O.H.P. 56 5 32B/-38 16010 O.H.R. 112 5 31.0/-346 SOFFIT N/A 5 31.11 -68.29/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CA'T.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020).'SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 01/ SQ.FT. CALUS IST FLR LIVING 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 43-1 Ill 80 SQ. FT. SQ. FT. 50, FT. SQ. FT. TOTAL 3233 80, FT. A/C VOLUME 22403 CU. FT. FIRST FLOOR PLAN SCALE: 114" = I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/13' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/0" 1 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE E ITS ATTIC AREA BY NOT LESS THAN 11/2"(I2.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THANTYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 CITH ED.) 302.7 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-I3. -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 ■ I�®0 , MASONRY/FRAME WALL LEGEND 1111111111111 W-8" BLOCK WALL UN.O ON PLANS ERG. HGT. VARIES 8" BLOCK WALL UN.O ON PLANS 18'-8' BRG. INTERI® ERG. WALL UN.O. ON PLANS 1 INT 1 N LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE (W-8' UNLESS NOTED OTHERWISE 91 RevIe,.L,j ,o,-,rove Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321,802-3591 www.abdesigngroup.com kh AA #: 0003325 CRE]EKSIDE PHASE II Wr #34 2 7 2021 MICHAEL 'C. ANDERSON AR NO 17305 Affli Pnnwr DATE 01/18/21 SCATZ: 1/4"-1'-0" (V DBL. TOP PLATE c � e m BAR DETAIL A II 1 ARCH DTL. B SCALE: I/2'=1'-0' 42' H. HALF WALL W/ CAP 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING / SECURE TREADS TO STRMER W/(3M V SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING D \ V-8' BRG. HGT. 1 \ PRE-ENGV \ \ FLOORING SYSTEM (SEE FLOOR \ FRAMING SHEET) \ \ /4' KICK NOTE; PLATE 1" MAX. STAIRS RISERS TO COWOR•f To FBCR ZTH \ NOSING EDITION (2020) 0' MIN. TREAD•10' MAX RISER•1 3/4' 3/16' STAIR DATA: \ MIN. in MAX. VARIATION IN RISERS/TREADS 16R O i s4' \ r ADJACENT TO '�,< EACH OTHER 3/9' MAX 15 TREADS g S T O R. \ VARIATION IN ANY RISr=WJ AD HANDRAIL 104+ P NOSING 1 p CIRCULAR CROSS SECTION DIA TO BE 1 1/4 \ +-1/4' OR PROVIDE EQUIVALENT w GRASPABILITY WINDERS- MIN. 6' WIDE • 3-2x12 SYP STRINGER \ 7 Z NARROW END MIN. 11' WIDTH • 12' FROM REINFORCED W/2X4 OFF \ z NARROW END 34' MIN. HANDRAIL HGT. W/CONT. BEAD OF y: Q SUB -FLOOR ADHESIVE W NOTE PL-400 OR SIMILARE • 0 EA HORIZONTAL RUN \ *ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-NFORCING \ THE ENCLOSED SIDE WITH 1/2' GYPSUM ® EA 2 X 12 STRINGER \ BOARDS. FBCR 302.1. SECURE W/12d W-8' O.C. 0'-0' FIN. FLR. L I \ STAIR SECTION C MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX AHU 42' H. 1/2 WALL W/ CAP 1 1/2 " MIN: HANDRAIL e 36' ' W/ 2X4 I2E-INFORCING THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" AS PER FBCR R3111.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 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'IB.1 / F.B.G. 2020 HANDRAIL SECTION Reviewed for Code Compliance tu Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLO RI DA 32937 PH: 321-802-3591 www, and esigngrou p. com AA #: 0003325 F U p 0 F 4 F ti SVHDIV. 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. ARCHITECT-. STATE OF FLORIDA ^ ,\ JAN 2 7 2021 MICHAEL C. ANDERSON AR NO 17305 D TE 01/18/21 SCALE: 1/4"=1' — 0" SHEET d■ i 39' -8" 1 i_01, 2 4 _4 2'-4 II -8" 5'-811 11'-4" 14 -0" 3062- SH n 3052 S ECsRESS (2) 3052- 14 Flo El I m j IeX ^I I— BEDROOM #4 r I ULi TVII�TG ® BED ROOM #5 CLG 8181 CLa 0 ' I I� E 3 SH e 0 V.� V. ry� c0 3'-a 4�_01i m 12'_0" 4'-211 CIV 8 6i_6 BATH#3 iG o r 8 -8 GLG. I C I . N 1 I I i1 1 OPT. 11 ffl'l I T I T D. w.9 co TUB/ t---_-�t-----i — 0 0 HUJ A 1R-15H ro 42N, W1.c.122 556 I N ® a-& CL4. ATTIC LUC ` — 1R-1SH 3-SH I G 2 ¢vBEDROOM#1 08'-8' CLG. 3'-10" m b'-6" 1 4'-0" BEDR00M#3 BATH #1 a' -a' CLG. ro 1N XLU I � J El ® EG RESS -61CL a' -a' LG. I SECOND FLOOR PLAN I � � Cl O SCALE: 114 = I'-0' 0 -FRAMED WALL SEPARATION EsETWEEN THE UNCONDITIONED - _ -- TEMP EGRESS EGRESS HAVE AN INSULATION LINE OF IST j R VALUE OF R-13. FLOOR BELOUI .J 204rd-$H ®5Z-SH 3052-SH GARAGE AND CONDITIONED SPADED SHALL T-1,----- —�— ---_-- CEILING VALUE TO R L E BE R 30 INSULATION ABOVE CONDITIONED I(d -0 8'-0" 5'-4" 7'_4° 7�_0�� �_0�� SPADE. 13'-4" 2'-4" 2'-411 3'-8" -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR 8'-01, 21'-811 CLOSEST ALLOWA15LE SOFTWARE TOLERANCES. 35'-811 -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. - U-VALUE AND SHCG ARE INFORMATION PROVIDED BT THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■m■��DO ■m■��p0 Reviewed for Code Compliance Universal Engmeednc_: Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 -PH:'321-802-3591 www.abdesigngroup.com AA #: 0003325 E 0 w F A z M UBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PO JECI T# 04321.200 034R2 MODEL 4-EHB "2605-- HAYDEN" RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C ARCHfTECT. STATE OF FLORIDA JAN 2 1.= •. Lam. ERSOfd Aft 1�10'i7305 P1�Ii�TT � DATE: 01/18/21 SCALE: 1/4"=V-0" SEIEET A SHINGLE ROOF FYPON 16'X48" - DECORATI VE - SHUTTER OR EQUIVALENT _ 2ND FLR. BRG. HGT. - - - — - FYF'ON I II 511 OR EQUIVALENT I 11 EQUIVALENt I I� L � 6' RAISED I III BAND (TYR) I I -; 1 101-0 3f4' - I I w 4 2ND FIN. FLR.- 8'-8' BRG. HGT.,I, a ENTRY I I71 I I i 4 I 1 4' RAISED TYP. BANO (TYP.) I li, 8' RAISED SAND (TYR) 0'-0" FIN. FLR. I11'-8" 2N1:1 FLR., BRCS HGT-- Ak2(P'-8" BLC)G. HGT. c� - � rr I MIN .a err■ �. Ilq��i�t�gi l lE O T ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: UUALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT 0' 3/4./" B2RFL- I 12 FIN. FLR1—--- - — - — - — - — - - -- -�HGT. 6-8" CLG. HIS �- - -- - - - ----------- �i3 I III TYP. I. 1 I , I i I I I I I 4B I I A I I i I TYP. I I I I I 01-0" FIN. FLR: - I� ----� --------------- _8'-8" 2ND PLR. 0BRG. HGT. -o" .01&0 3/4" 2ND FLR. FLRJSR5. HG=T. �8'-8" CLG. HGT. L 1-- EA]R ELEVATION SCALE 1/4 = 1'-0' TEXTURED FINISH o0'-0' PIN. FLR. - MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC - 1541 SQ FT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA _ 1541 /300 = 5_14 SQ. FT. 5,14 = 73968 SQ. IN.. MIN. REQUIRED VENTILATION = .4X 739.68 IN UPPER PORTION OF ATTIC - 295.872 SQ• I'N: ('BALANCE TO BE PROVI DIED I N SOFFIT VENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PER V'ENT (net free area) TOTAL# OF VENTS REQUIRED - 2.14 TOTAL # 0 F V ENTS PROW DE D = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free urea) LINEARFEET OF' SOFFIT'REQUIRI 4127 [D Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 X 0 �s S'IJT?TiT 8e �': CREEKSIDE PHASE II LOOT #34 PROJECT# 04321.200 034R2 MODEIa 4]Tj'HB "2605- HAYDEN" GARAGE: SWIENG: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. ARCIHITECT: STATE OF FLORIDA sY , JAN 2 1 MCE6 C ANDERSON AR NO 17305 PRDATE: PRINT // Ol 18 21 SCALE: 1/4"=1' — 0" WfEET 1A 3 H 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngroupxom AA #: 0003325 97JRDINF T: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE. SWING: RIGHT FAGS: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. JAW 2 7 2921 MICHAEL C. ANDERSON AR NO 17305 Z- JN A DATE: // 01 18 21 _ SC :1/4"=1'-®" SKEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET OF OUTLET WIRED \\��..J// TO SWITCH GFI 110V OUTLET £OUIPED W/G10ND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION TERPROOF GFI OUTLET IINTERR.IPTERT SWITCH 6 SWITCH 3-WAY OF'ER 64 SWITCH 4-WAY OPER Lit WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT OLED vim VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER ea FT. VENT. FAN W/LIGHT I CFM PER Sa Fr. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'X2' FLUORESCENT 2-BULB WRAP LIGHT AROUND (RECESSED) FLUORESCENT LIGHT 2-SUED WRAP AROUND (SURFACE MINT.) V FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL l METER U cj,D. SMOKE DETECTOR W/ WA LUP WALL MOUNTED BATT, BACK-UP SD SMOKE DETECTOR W/HARDWIRE ® SI� CARBON MONOXIDFj DETECTOR BATT, BACK-UP W/ INTER-CONNECTED CCMBO C40MB SHALL BE A DISTANCE OF NOT LE88 THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS r1/ OUTLET ► TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO IX ELEVATED DISCONNECT A AIR CONDITIONING TO BE 210VUNO. DISCONNECT SEEBAHU ON TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REP I iEP IN TO BE SUPPORTED %01 CEILING FAN LIGHT ACCORDANCE IU/ BOX MARKED A8 SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nnnnnn 36, INCANDESCENT LIGHT STRIP nnnnnnnn a 48'INCANDE80ENT .LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE P.B. PUSH-BUTTON FOR CHIMES y Use PORT ' LOCATION OF TV JACKS 4 PHONE OUTLET$ 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. - ALL 15 4 20 AMP BRANC1 4 CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FOCIR 'ITH EDITION (2020) 4 NEC 210.12 201-1 EDITION: • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 F5CR 1TH EDITION (2020). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE F'ER ELECTRICAL PROV1810NS OF PBCR 1T14 ED (2020). * ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1T14 ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.Ba ENERGY CONSERVATION (RESIDENTIAL ENEMY EFFICIENCY) 2020. 1th EDITION R404.1 CE IL ING MTD. LIGHT TO BE INSTALLED, PROVIDE J-SOX FOR OPT. FAN OUTLET' FOR VENT OR MICRO QMG ROOM PAN. ROOM PGLD G AN I I `;J I / \ I \ �J—SWITCH IN CABINET OUTLET / FOR DW TO 2ND FL. I GFI SWITCH I -- -125 I I I I I I I I I I t —GFL S/CO ' T il ff I 4p _ / III I FM III \ K� - J III %' �\\ III III PRE -WIRED III / FOYER CLG FAN III GF111 Lei \ ` I PL� IME' \\ I` -- Qj PORCH L------------ ------ GPI • 44' GFI ® 44' PRE -WIRED CLG FAN' \ \ / / N \ N BDRK #2 F.B. FOR GARAGE DOOR R i t KEYLESS FIXTURE GFf GARAGE DOOR PREWIRE GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0" WH /5OLLARD AS REQ. PER SLDG. CODE COACH L IGHT B METER FIELD VERIFY LOC. GF 1 IRRIGATION OUTLET a 48" AFF. IN -38 l a ° = _1 LED LIGHTING C SINGLE LAV. BATH •2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020/. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. IS. ALL CONDUCTORS SHALL BE TYPE TH4-N/TH1N UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "I COPPER (CU) N 1-1/2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 01/0 ALUMINUM (AL) IN 2" DIA SCI-IEPULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3V'2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN +PIG CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE 150ARP MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP a//40 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT — 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 9 Reviewed for Code o Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N U t O E 4 V W Q F A ti SLJHDIV. 8c LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITECT: STATE OF FLORIDA i MICHAEL C ABdDEfSON AR NO 17305 : 01/18/21 riCATE: 1 /4"=1' — 0" a ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 14 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EOUIPED W/GRSID FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION UP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. vt4 SWITCH 4-WAY OPER L%1 WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT ®vf= LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I OFM PER SQ FT. VENT. FAN UJ/L IGHT I OF M PER SO. FT. 1 VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® 4 FLUORESCENT LIGHT 131UL5WRAP AROUND (RECESSED) � 4'ES FLUORESCENT LIGHT 2-BUL5 WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT Q I-"—�'— x II 4' TRACK LIGHT ® PANEL METER { • 1 SMOKE DETECTOR BATT. BACK-UP W/ HAMWIRE WALL MOUNTED GATT. BACK-UP 5D. SMOKE DETECTOR W/ HARDWIRE IQ\ S/GO CARISON MONOXIDE SMOKE DETECTOR BAIT. BACK-UP W/ HARDWIRE INTER -CONNECTED Cq.BO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAB OU ® TELEPHONE JACK UA-1 WATER HEATER IGNITION SOURCIE TO BE ELEVATED DISCONNECT AFE AIR CONDITIONING TO BE 210V UAI.O_ DISCONNECT SEEAHU ON TELEVISION JACK CEILING BOX REQUIRED BE SUPPORTED IN OTO J J.BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n 'nnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn � 48'INGANDESCEN7 LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD HE P8. PUSH-BUTTON FOR CHIMES UBB PORT + LOCATION OF TV JACKS t PHONE OUTLETS it FANS TO BE VERIFIED • HOMEOWNER PIE -CONSTRUCTION. MEETING. • ALL 15 < 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS of FBCR 31H EDITION (2020) 4 NEC 21012 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS of SECTION M15013 FBCR 11H EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR "ITH ED (2020). +ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 95% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE R PS.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020.'1th EDITION R4041 i L. — — — — — — — — — — — — — — — — — — — — — — — — —I I 11+ I � I I ® I I Cn I C I � J LED LIG TING @ D LT L LAI- , BATP 01 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE II LOT #34 MODEL. d «i -GARAGE SWING: ..... RI ■I PAGE: SECOND ( �77 � FLOOR ELECTRICAL PLAN 60 F''H EXP. ARCHREECT 9-TWAIE OF FLORIDA r JAN 2 1 2011. ;s MIC L' 0: Mbb%ON AR NO 17305 01/18/21 DATE: moo Reviewed for Code SCALE: 1 // 4)9- — i) — O99 Compliance Universal Engineering Sciences $��i'g.'1• SUBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4-EHB "2605--HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. C ARCHITECT :STATE OF FLORIDA ':JAN 2 12021 MICHAEL C. ANDERS014 AR NO 17305 rj"ryi 211B DATE: 01 / / SCA7C.I..: 1/4"-11v^B] SHEET Fl 1 q j I L-------------------------j SECOND FLOOR PLUMBING PLAN SCALD: 114 = I'-V 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 F W U W O 24 U y r 4 F A y suBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE S VfMG: RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA -JAN 2 7 2021, MICFML C. ANDERSON L AR NO 17305 J PRINTATE: 01 18 21 D SCALE: 1/4"=1' - 0" s I< I FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering ID Sciences h w D3 U W O F b W 4 F C: ti SUHDIV. & LOT: CREEKSIDE PHASE II LOT #34 ]PROJECT* 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 01 18 21 DATE• [SCALE: 1/4"=1' - 0" SHEET MI i 1 L_ - - - _ - _ _ - _ - _ - - _ _ - - J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON CKADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences ti w U W ti yF K V h W O F A Cti r SUBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. DA 01/18/21 SCALE: 1/4"=1'-0" SHEET 2 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ led MASONRY NAIL s 32' OjC. MAX I 0'-0. FIN. FLR. 2X4 TOP PLATE 2X4 WOOD STUDS e24' O.C. SLAB NOTE; 5TUD5 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 LE55 THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL ( NON- BRG. SCALE: 3/4'-1'-0' L 3 5/8" OR 9 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8" 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONIC TO BE SPACED Ira' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD—� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD VAT I ON PRE-ENG TRUSS SEE ENEMY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER 0„ TYP_ ELEVATIONS o.N. R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND `: S' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR e a AV ._ e ad. a 4` . P ; 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D� SCALE: I/2'=i'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND SEAM SOLID GROUT W/ (1)- *5 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR DIA. SLEEVE, 0 NOT CUT EBAR IPE—> DO NOT CUT THE 80ND BEAM REBARS 2A_�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0' n W/ WINDOW OPENING n TYP. WALL SECTION L NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 5 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=I'-0' SYSTEM 15 RECQUiRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6-151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. 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.IL ;AULK AND SEAL VAS LIPS k PVC SLEEVE FOR GAS LIPS Cr 4' GYP. WL ED. IOOD EASE 28GAS LINE THRU BLOCK D1 SCALE: —2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS * EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F INSULATION R-VALUES JIPER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS A 24' O.C. 1/2' GYP. WL. BD. WOOD BASE - n d e e. a AV e a.� e a d W/ WINDOW OPENING A 1/2' THICS, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REGL VERTICAL TRACK I' MIN. BY MALE. SLIDE FASTENED TO TRACK BRACKETS ROCK W/ PRODUCT APPROVAL REGL a' C•iu SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT! BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANI.F) OVERHEAD POOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' = l'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `-MTL. DRiP EDGE 9 2x FASCIA PER AX. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. a, PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS GMU Y _ 0'-0' FIN PLR r Q ' AV e.. TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' Reviewed for Code Compliance tu 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 Compl� With AAMA ill. All exterior fenestration products shall be sealed at thft juncture with the building wall With a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade N5 or greater for proper joint expansion and contraction, A51-M C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -.applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface Of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w W Chi 0 E y 4 x V STJBDIV. 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWINGE: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT' STATE OF FLORIDA JAN 2 7 12021 LhfiCHAEL_ C. ANDERSON AR NO 17305 DT E 01/18/21 SCALE:1/4' _0' SHEET FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNPERLAYMENT WITH UNDERLAYMENT AS PER FBCR S05.1.1. 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 R PRE-ENG WD. TRUSS 24' O.G. MAX.-VATION 24' O.G. MAX. — LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION - BATt INSULATION REFER TO ENERGY 2x FASCIA PER l REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PER CALCS FOR VALUES -m 5/8' GYPSUM BOARD ELEVATIONS m 5/8' GYPSUM BOARD VENTED o.H. o.H. SOFFIT rP. OR 1/2' HIGH STRENGTH rYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE r STRUCTURAL R-4.1 INSUL. Q a , w O Q w WINDOW ATTACHMENTLl Ltj AS PER W MANUFACTURES w SPECIFICATIONS Y� REFERENCE ,. 3/4' T G SUBFLOOR STRUCTURAL GLUED AND NAILED r. z 3/4' T t G SUBFLOOR AS PER NAILING GLUED AND NAILED SCHEDULE 1/2' THICK, 2 COAT IK � 1/2' THICK, 2 GOAT Z w Q AS PER NAILING 0 PORTLAND CEMENT Q SCHEDULE PORTLAND CEMENT w Q PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO u�i DIRECTLY TO w MASONRY m MASONRY w ER ER IX2 FIRE -STOP LEVATION 1X2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1X2 FIRE -STOP u E LE LEVAtION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD KrELEVAT ION 1X2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE I/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1X2 FIRE -STOP GRQAE ►.Ih18 u c 1A W WINDOW OPENING 2-STORY FIRST FLOOR SECOND FLOOR BLOCK SCALE: 3/4' = I'-O' _ ER LE VATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. ' N ,Z a Ix2 P.T. FURRING STRIPS O 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE d• e. a... < A; a .a 4 9WITHOUT WINDOW OPENING BLOCK Reviewed for Code Compliance Universal Engineering Sciences J 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U w 0 ti w 4 E ti SUBDIV. ee LOT: CREEKSIDE PHASE II LOT #34 PROJECT* 04321.200 034R2 MODEL: 4EHB "2605- HAYDEN" GANAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA y MICFiAEL C. ANDERSON AR NO 17305 DATE 01/18/21 SCALE: 1/4"=10-0" SHEET ID2 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 On OF EACH END 4 18' O.C. MAX SPACING TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 IIIIIIIIIIIIIIIIIII► � `SECURE 2x4 ONE' FLAT TO ELK 9 W/ MASONRY r' NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED 0 W/ (5) 1/2' X 8' J-BOLT OR ANCHOR O BOLTS, W/ 4' MlNL EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. IN IRI NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS AIRR'E MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D3 ecALt!, m'.r-®' a' CMU 1/2' DRYWALL i'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" H iPINDOW TO BLOCK +3/4" OR +5/4" 2X4: 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.C. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. �VJ 8' CMU 1/2' DRYWALL I°X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2"WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W10) 3/16' TAPCONS (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.C. MAX SPACING. — nf-�wtl! 1/2' DRYWALL I'X4' P.�. NAILER 1/16' 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" ��PINDOi'Y TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEIM 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 IB' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK ' roa- rs, �a ~ram Y: wl �w ATTACH TO 2X PER MANUFACTURES DETAILS: NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D PVINDOIY TO BLOCK +2 `1 4" 2X4: CEO SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPADING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CNM 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 19' O.C. MAX SPACING. a' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3" %htvnnw mn Arnrx ems" 2X4: CM 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: CMI SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. 2Xa: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30m 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 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK IN1 8' CMU 1/2' DRYWALL F]"r 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER Ill/(2A2d WITHIN 8' OF EACH END 4 6' TO On O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIr-AP-TIMP96 nPTAII A NV IL: Ch11-: AD i`rtCLJCV I V r-Lul-m JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" It 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .i45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE 149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. a' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' OS.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 +3 7/16" /��YIND011 TO HLOCK +3 7 16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11149 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CECI 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 19' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�II a' CMu 1/2' DRYWALL ❑ 1'X4' P.T. NAILER In P.T. X 4' MIN. s- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" B =DOW TO BLOCK +3 3/4" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N h o� U W F 54 ST.TEDIV. 8t �': CREEKSIDE PHASE II LOT34 IPROJECT# 04321.200 034R2 MODEI • 4EHB "2605- HAYDEN" �trea�r+G: GHTTAILS L H EXP. ARCHITECT- STAT'E�ORIDA lrC - 1 CMU r DRYWALL . W +a mwv X.....w............ IX FURRING (� - r ',4N 2 7 DOOR RIP 2X10 TO 8-1/81W- FRAMING HOLD FLUSH TO MICHAEL-d AMERSON INTERIOR FACE OF DRYWALL AR NO 17305 ENTRY DOOR BUCK PRINT 01 10 gRE UIREMENTS DATE: / /21 K Nse. C 1/4"_1'-7 Reviewed for Code E°S' Compliance Universal EngineeringED � 3 Sciences IO I. FOLD INWARD . FT. A I. FOLD INWARD . FT. A s. CREASE • PT. 5 3. CREASE • PT. C ® ®FOLD • M. I FELT YMEN\T—�' SHINGLE ROOFNG-- DRIP EDGE: OVERLAP 3', EXTEND In' BEIxW MNEATHING, MEONANICALLY FASTEN 4' O.C. MAX. OI. FOLD INWARD • PT. A t. CREASE • FT. B FOI •, ® i. FOLD INWARD • PT. A S. CREASE • PT. B 3. CREASE • PT. C 4. FOLD FT. C OVER FT. B TILL PT. C TGUGHES BOTTOM FLANS£ FLANGE WATER TKaIiT 4� KIC KO UT DETAIL SEAT-. FOLD, Da h= OUT. Ir—k TWICK, 3 COAT CEMENT PLASTER (FRAME), In' 7 COAT CEMENT PLASTER(CM) UM LAYER R, FORTIFIBER BUILDING PAPER(FR" ONLY) WRB LAYER 01, / STUCCO WRAP emAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APFqQGX OF ABOVE SHINGLES (PRAME ONLY) a, FRAME OR CM EMERIOR \ yrfrfCnui i ar�een SrB WALL FLASHING p KICK -OUT FLASHING (SEE DETAIL) y FASCIA WRAP NOTE- INSTALL KICKOUT FLASi-IING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) )OD SHEATHING R CMU 25 LAYER #1, 'UCCO UJRAP (FRAME ONLY) THICK, 3 COAT CEMENT .ASTER (FRAME), 1/2" 2 COAT MENT PLASTER (CMU) :TAL LATH (FRAME ONLY) �P LURB E TAPE OVER 2OF/UUALL SCREED X5' "L" TYPE CONTINUOUS %LV- METAL FLASHING AIL TO ROOF DECK, NOT `,LL SHEATHING) AP SHINGLE - DO NOT NAIL, STALL UUITH ROOF CEMENT �)OF PER ELEVATIONS 5 " L" FLASHING N.t.S. Reviewed for Code Compliance Universal Engineering 91 Sciences 11001 Mbl DRAINAGE PLANE (LRB LA*T'ER #1) STUCCO WRAP) WRB LA4rER #2 (FORTIFIBER — —'—'—.—'— BUILD INCH PAPER) 1" IETAL LATH X X X X ., a. STUCCO :.....:.1. a . WOOD OR -1/16II ZIP WALL SHEATHING 5ELF—AZ)HE51YE FLA5HINC3 — — — — — NOTE: t" IETAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5T1„I C—a47-1-4a/ i"fIN. 2.5 LBS. PER 50. 'rARD (UTILITY' OR NOl„IINAL LATH DOE5 NOT 1"1EET Sf=fECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U O F~. ti IN W q F A F� r S'UBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL• 4EHB "r2605-HAYDEN" GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHRECT: STATE OF FLORIDA = I ',BAN 2 1 2021 ;\ MICHAEL C. ANDERSON AR NO 17305 DATE:: 01/18/21 SCALE: 1/4$$=1'-0" SHEET WAI LEGEND DRAINAGE PLANE (WR5 LATER #11 STUCCO WRAP) WRB LAYER 02 (FORTH=15ER - - - - - - - - 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro" ZIP WALL 5HEATHINa 5ELF-ADHE5IVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-541-14a, MIN. 2.5 L58. PER 8Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC11=1CATION5) TUCCO NISH " SELF ADHESIVE VIER TOP 8 SIDES ELF -ASH ING 41T REMANUF. DRYER ENT CAP (SET IN ONT. SEALANT) EALANT 10 :)P 4 SIDES BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION �nJ SCALE: N.T.S. ELEC. P" 1ETEP VERIFY LO AAr%r=AA I v STUCCO SCRATCH COAT E 1 COAT OF PAINT W/SACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1""'`-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO SE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLENDFOAM i nr..�r et �-ri irrn -)R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING 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 ST F :I 5T E F #3 WOOD CONSTRUCTION 8' CMU .tv WOOD SHEATHING WRB LAYER *1, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 1/8, TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX Ye, TON MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH s MASONRY 70 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER *1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 9 5T F *12 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER 5T F #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5 T E F #,15l STEM' #(q ELECTRICAL RECEPTACLE 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 E �i y U W 0 E V w 4 F A ti u) Lu 0 X SUDDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SW3[NG: RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT; STATE OF FLORIDA AN 2 7 2021 MICHAEL C. ANDERSON AR NO 17305 rccaar a 01 18 21 DATE: / / SCALE: 1/4"=1'-0" SHEET V V L 2 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBI)IV: 8e T: CREEKSIDE PHASE II LOT #34 04321.200 034R2 MODEL• 4EHB "2605- HAYDEN" G,&RAGE SWING: RIGHT ]'AGIM: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA .kAN 2 1 2021 MICHAEL-C. ANDERSON AR NO 17305 PRINT 2118 DATE: Ol / / 1 SC :1/4"=1`—Q" �X- 4>M'L4 s I N, 00 — ' 2x& SUB-BANp W/1 "x4" NOTCH a .1 -"-- - END, WRAPPED IN - I PEEL STICK METAL FASCIA WRAP " i DRIP EDGE 1�1 •�I• Y /8 1/5" TEXTURED I FINISH a WOOD �� 2X6 SUB BAND 1/2" TEXTURED FINISH a GMU / I I V a METAL FASCIA WRAP FROM �1 ® f L AN I ; � ., STUCCOO,, 1 FROM � —� a WOOD WALL j' EXTERIOR WALL a (FRAME OR CMU) NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ~� ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 1-I/5" TEXTURED FINISH Q / WOOp, 1/2' TEXTURED FINISH a CMU �� 2x& SUB -SAND W/1"x4" NOTCH e END, WRAPPED IN PEEL E STICK )ELEVATION- METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" .` OFF WOOD WALL AN A 1/8' TEXTURED FINISH m WOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH WOOD SHEATHING OR GMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WR5 LAYER "2, FORTIFISER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 0" SCA55ED TO TRUSS W/126 NAILS 61-5 " O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x z' F x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - x x x x x x x x x x x x x ,;- I :.{: FRAME OR CMU x x x x x x x x x x x ;. FELT PAPER x x x x x x x x x x -- x x x x x x x x x x DRIP EDGE x x x x x x x x ' (REFERENCE POINT x x x x x Y ONLY, FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED ' MIN. Y4" ABOVE BOTTOM OF /.- DRIP EDGE :. :. 2x SUB -BAND W/V2 x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL i. x •. x x x �. x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR GMU x x x x x x x x x x x x x ;- x x x x x x x x x x x x x : "- .-.. _ : WALL KICK -OUT FLASHING x x x x x x x x -, x x x - FELT PAPER x x x x x x x x x x x x x x x x x x x x .= !- DRIP EDGE x x x x x x x x; -' -% -_ :: •; (REFERENCE POINT x x x x x ONLY, FOR WALL OFF x SET OF COMPONENTS) ,. METAL FLASHING, WRAPPED " A50VE BOTTOM OF DRIP 2x SUB -BAND ;. ;. : `:• W/lY2"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR SUB BAND DETAIL OP WALL CLARTTI" Reviewed for 1BUniversal W/KICK-OUT Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IlllltaAA #: 0003325 r w U W 0 r w a F a 3xMDIV. 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL 4EHB "2605-HAYDEN" GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHrrECT: STATE OF FLORIDA JAN 2 1 2021�- MICHAEL-C. ANDERSON AR NO 17305 DA 01/18/21 SCALE: 1/4"=l'-0" 1 39'-8" -4 7 -4 4 EIS '— FM-12X18 o l Co l pp N _ %� ap l lI I H 4" CONC. lu- LULL SLAB LLl 3 a o a_ 1.1 m- DO DO r-------j-- FM-16x18— —1--- —- --4--� 1.1 1 l 10'-0.1 11'-8" 15'4''' 2'4" lI b lco l aoI in x 0' CV � TOP OF Cn 'd LL SLAB LL J 1. N QU O W N W .:] V l - l LL i 20'-5" — - — -- -- T-5" 11 -101, 9 `1 F— I Z CW-12x12 A - 1 eo II. Ln 8 o - F 241x24 0 u - o O - n ' 1 1 co00 P Oiiz CWC-12x12 — — < FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES; SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8 SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING 9 WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1',1.GINDICATES #5 BAR, MINDICATES #6 BAR,IIIIIIINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 1,3. 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-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION W o II 9'_3" 9' 0„ 2'_8" 9'-4" r N 1 1.1 xl l N l "j� #3 TRANS -ER STEEL zo l a0 l� I I @ 24" O.0 MAX Ul vs N l l 00 2 0'-0" FIN N iELEV. l N �.'I 00 ao FIN. CON-. SLAB col o lx c° 11 I 2I 9 l 4 1.1 l e- a 101, L — —FM-16xl8— — — e ao co 4 4 ll 9 8 7 4 70" l A ao Co Co H m L o v x N W LL o 4" CONC. L_ — — — FM-16x1 8 — — io l p a SLAB 0 El E LL J . FM-12x18 N 1 o ❑' _ 4 1 Ur 0„ 4� 5'_4� -4" 20'-4" 18'-0' 21'-8„ 39,-8„ 71 Ia[fill 017: SCALE: 1/4" = V-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW14OVER GENERAL 3r1/2" 6MIL VAPOR COMPACTED FILL. BARRIER FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITYAR SCHEDULE ®U OO0" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 181. (2) #5's _ (+)0'-0" FM-16x18 16" CONTINUOUS 181. (2) #5's _ (+)0"-0" FM-20x18 20" CONTINUOUS 18" (2) #5's - (+)0"-0" FMC-16xl8 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" 1 (2) #5's (2) #5's (+)011_011 TE-1 8" SEE PLAN 8"1 - (1) #5's 0"4„ SECURE STRAP TO A/C SIMPSON W5 CONC. U1 UNIT ROLL STRAP 16°X2' OR EQUAL m TAP -CONS AP - EACH CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2) 48xl 114 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY AJ.A, SUITE 301 INDIAN'HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 JAN 2 2 2021 MOtAkL-C. ARJIERSON AR NO 17305 PRINT 01 18 2i DATE: / / SCALE: 1/4"=1'-0" SHEET S 1 30„ MIN. EACH WAY MONOLITHIC FOOTING Z Z . STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED P.T� CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND Q a> SPACING REQUIREMENTS P P P o } SPACING REQUIREMENTS Q w _ 1 ' > P �� GARAGE DOOR m w (� W JP P_'!^.`-. P' w RECESS VJ �a Q I.Po. IP FM Jj 8„ CMU WALL I. U - z 8" CMU WALL O P .1 CORNER BARS, SAME SIZE AS LARGER BAR w w O g o Z IN FOUNDATION WITH 30" LEG EACHLU = U Cl) +_ 0_p^ `'� +- 0'-0" U q ''� o° WAY AT ALL CHANGES IN DIRECTIONS r TOP OF SLAB ° d TOP OF SLAB I ..P PI SO THAT THE STEEL REINF. IS CONTINUOUS a z e.ol. o P v MATCH AMOUNT OF CONTINUOUS BARS CURB FOR °' SEE SLAB SCHEDULE ° a VARIES I, ILL N MASONRY LA EXT.PORCHSLAB a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE m APPLICABLE) z °' SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ° e SEE SLAB SCHEDULE TOP OF GARAGE a ..' '"v. I ; CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE I UNITS SET 7 EXT. PORCH SLAB 4" CHAMFER (1-STORY) P p., AT ELEV: W/ 1/2" ISOLATION ° Lam' ie : 6" CHAMFER (2-STORY) , ; 0'-0" JOINT (WHERE •• i SEE SCHEDULE APPLICABLE) z u, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST _ AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO N EXTERIOR + 0' 0" MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=V-0" SCALE: @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=l'-U' LAP TOP PLATE A MIN. OF 48" — �` AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING wp WALL W/ SYP No 2 STUDS SEE _j I PLANS FOR SPACING. SINGLE j U NEW REINF. BAR BTM. PLATE TO BE PT. d SECURED W/ 2- PART PROVIDE DBL, TOP PLATE SECURE BT. PLATE TO 2" CAPPED a I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE J Q 8", LINO NAIL 16" O/C STAGGERED. W/FLANGE @ BASE Q FOLLOW ALL MANE. ADDITIONAL METAL c I SPECIFICATIONS FOR Q CONNECTORS NOT 0REQUIRED USE AND WHEN NO 1= 00 PREPARATION OF (0 d' 4 4 U UPLIFT IS PRESENT. HOLE. K w SECURE FLANGE TO w SEE SLAB SCHEDULE LAB /(S) 1/4" X 2 1/4" o Q SAPCON O O} +_ 0'-0" T�' OP OF SLAB ° - QQQ- P " ".a 4" CHAMFER (1-STORY) ° d 6" CHAMFER (2-STORY) ° ° ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION (DIINN]T�ERIOR SCALE-3/4"=V-0" (NO UPLIFT) 5 SCALE: 314"=1'-0" �j SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" ---�_y AND NAIL W/ 1 COMMON . NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE - STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. - SECURE BT. PLATE TO 0- SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. Cr m " ADDITIONAL METAL U CONNECTORS NOT (" - n. REQUIRED WHEN NO � U - z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) O - 8" CMU FILLED CELL (TYP.) - ° e - 0101, TOP OF SLAB '.. a +- 0'-0" -SEE SLAB SCHEDULE .:0" 2X WALL FRAMING _ _ a-. .. ..- ,. a . , - a 4- TOP OF SLAB 1/2" DIA SIMPSON ST62 BOLTS 5" ° ° a SEE SLAB SCHEDULE Z d °° ° ae TOP OF SLAB 4a MINIMUM EMBEDMENT INTO EXT. PORCH SLAB a ' GROUTED CELL, 4" FROM ENDS AND 4" CHAMFER (1-STORY) ° " .. 16" O.C. VERTICALLY MAX W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) a°. a JOINT (WHERE • ! APPLICABLE) z_ ° MATCH STEEL ° SEE SCHEDULE 6" PVC CHASE - REINFORCEMENT PER SCHEDULE FOR WxD, BAR SIZE THRU FOOTING CN W ° 4. y. d. .4 ° = a 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE PER SCHEDULE 9 INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE SCALE:3/4"=V-0" (NO UPLIFT) BLOCK WALL CONNECTION RU FOOTING SCALE: 3/4"=1'-0" Sit[ SCALE: 3/4"=1'-0" Reviewed for Code Compliance ® Universal Engineering Sciences BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h U WW 0 F 24 W 4 F Q 64 r SXMDIV. 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT. STATE OF FLORIDA r} � 'JAA�,2�120�t _ ;i- MICHAEL C; ANDERSON AR NO 17305 "`A" E: ` DAT01 18 21 SCALE: 1/4"=1'-0" 1 SHEET S1. 1 A 0 u� v N Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup. com AA #: 0003325 i u SlU3BID EV. 1$C T: CREEKSIDE PHASE II LOT #34 F ROJECT 04321.2010 034R2 MODEL. 4EH3 "2605-- IJAYDEN" GARAGE SWING: FIGHT SAGE. FIRST FLOOR DOWEL PLAN 60 MPH EXP, ARCHFFECT= STATE OF' FLORIDA MICHAEL, C. ANDERSON AR INO 17305 PRINT DATE: 01i �18/21 SCALE: 1 /4"=1' — 0" SHEET s i. o TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM N VARIES PER ELEV. .. 'v. .d i e 111 d • I e 4 ' a .'A" .v. .. Z T — W �O HORIZONTAL/VERTICAL REINFORCING 3/4"=l'-0" W uJ go CLEAN OUT REQUIRED FOR INSPECTION 0'4" 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" >O NEW REINF. BAR a SECURED W/ 2- PART 0- 0. I EPDXY. MIN. EMBED Q 6", UNO 2 FOLLOW ALL MANF. ¢ SPECIFICATIONS FOR _ USE AND <( PREPARATION OF Z w W'�r I HOLE. ,d a ..d'e. - STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-0" OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=T-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS 60 8" CMU UNIT DIMENSIONS EoARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 0 U 0 F 4 W �1 A SU393DIV. 8a LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA 7 MMIAEL C. ANDERSON AR NO 17305 DATE 01/18/21 FISCALE: 1/4"=1' — 0" SHEET S1. 2 L 1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END. O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1)#5 (1)#5 N/A — GROUTED SOLID L.LB2 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 ♦ 8F1611TIlMlOB 1 1 BB2 @ 8' 8" ; M 3- SIDES GT 1� 1 rl 1U 1 LLI 1 W 1 cO 1 8 F40-1 T/l M/0B 8 F32-1 T/1 M/0B 8 F 32- 9 TM MIO 2 1 1 .1 UNO, PROVIDE BB1 WHERE TRUSSES BEAR TOP OF WALL EL. 10'-0" 7777777771 TOP OF WOOD WALL EL. 8'-8" 1 O 8F32-1T/1M/0B 8RF26-1T/1M10B r T 1 � i �C, , o LO 1 � IT 8F42 (MIN)-1 T/l M/1 B 1 1� B.O.L. @ T-0" ABV. 8F16/1Tl0M/0B 8F16/1T/0M/0B FINISHED GARAGE SLAB 5====sMMMMW====MMM====MMMMMNO 1:1 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" Reviewed for Code Compliance Universal Enaineadho ID 5cianco 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W r s; N 113 0 E a F A E- ti SU13DIV. 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWINGE: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. ARCHITECT- STATE OF FLORIDA i1 i% jp,N,212021 = MICHAEL C. ANDERSON AR NO 17305 PDATE 01f18/21 SCALE: 1 /4"=1' — 0" SHEET S 2 ■ #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10"HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN L45 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=V-9' 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 HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / 4QCY 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM W/ (1) #5 BAR F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FF NOMINAL LINTEL TO TOP C �VI/J WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE BEAM, IF FILLED 5���� 16-1 T/1 M/OB 8x8 PRE -CAST C( NOMINAL �� LINTEL W/(1)#51 HEIGHT # OF #5'S, TOP LENGTH OF BAR 0 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-iT/1M10B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST C( AND XFXX - 1TIOM/OB INDICATESA.SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAMABOVE UNFILLED L LINTEL AND XUXX-.1T/OM/0B INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER -- BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL E 11/2"=V-0" — STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM, CHANGE CHANGEIN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=' =I 01, TYP. 8"x8" 00 BOND BEAM -1#5 TYP.8"x16" io BOND BEAM r WOODSWTION FASIBOERSIWINB de =2" MIN, 2 4" MAX sa = 24"MIN 9".MAX (2)2x4 s, =1 7"' MIN, 2J" MAX ed = 4" MIN, 2 }'MAX de =2" MIN, 2 q' MAX sa = 2 4" MIN, 9" MAX s' =1 #' MIN, 2 �' MAX" ad = a° MIN, 2 J" MAX da =2" MIN, 2 4' MAX sa=241"MIN, 9"MAX (2)2d s, =1. Z' MIN, 2 Z" MAX ed=4"MIN,2}'.'MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 y' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ad = EDGE DISTANCE *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS. DOUBLE STUD W/ 10d NAIL ATTACHMENT SUALL: N.I.S, Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLJBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL.• 4EHB "2605-- flAYDEN" GARAGE SWING: RIGHT PAGE: DETARS AR►_D 60 MPF1 EXP, ARCHITECT STATE OF FLORIDA i V r� JAN 2 7 2021 - MICR AEL C. ANDERS0N NO 1730 0111011111111 PRIN"�° 1�1 18 21 DATE: / / SCALE: 1/'4"=1' - Q" SHEET S2 a1 L "LO 'S CONCRETE"� " / "QUALITY" SAFE LOAD ES SAFE GRAVITY LOADS FOR 8" PRECA T & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS NDS PER LINEAR FOOT LENGT ®31-60 �' PRECAST ©�®®® K; 1 1 111 i ' PRECAST 4'-60 PRECAST ©® I I ©© 11 V-40 PRECAST 51-100 PRECAST I/ 1. 11`11 PRECAST •�� • -r PRECAST 101-6m PRECAST 11'-40 PRECAST 1T-4w PRECAST PRECAST ®®®®® ®®®®®® ®®®®®®® • 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 165 554 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 129 450 WA 824 1014 1147 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY2018 E AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATI PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. DIVISION ACCEPTANCE #: 19-0130.13 CORPORATION-CASTE-CRE- SAFE LOAD ■■ ®®©®j ®Im 11 r .. PRECAST 4W PRECAST MEMO mm�jm F-4m PRECAST V-100 PRECAST • - - • .. , ! • - 1. �__��_�_� lop-w PRECAST 1140 PRECAST 112W PRECAST - PRECAST 1 �_® W-00 PRECAST 15'-4m PRESTRESSED e • • PRESTRESSED Y PRESTRESSED •22'-Om PRESTRESSED 11 m Reviewed for Code Compliance 93 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesligngroup.com AA #: 0003325 Lj i CREEKSIDE LOT #34 =/G v ram' MICHAEL C. ANDEAWN A� III 17305 Ron p xm 01 1e 21 SC : 1,/4" a 9—O" SHEET 2.r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11 TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS. AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 4X6 (3 Y2"x5 Y") SYP. HTT4 W/5/8" DIA x 5" WD-1 PT., WOOD POST EXP. BOLT 51S3.1A FIRE DRAFT STOP 3/4" SUB FLOOR ������'''���'''���jjjjjjjjj�jjj, 2X4 NAILER ,FOR DRAFT PRE-ENG. STOP FLR.TRUSS -I ELEV. VIEW 'll PRE-ENG. FLR. JOISTS 3/4" PLYWOODI I DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM1 TO CMU WALL W/ SIMPSON LGUM464DS W/ (4) V x C TITEN HD ANCHORS AND (4) Y' x 2 74' SDS SCREWS TO BM1 CAL 11 — IIEJ3L II CJ1L a Fo 1A �L2G I 1A 1 1 I tiQ ��e I II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II I� II II II II J3 II 11 1 II II II II II tl II II II 4 II II II II II II II .1 II II II II 11 II II 2x4 WOOD II / II II II II WALL SYP. N0.2.2 II II \ M1 STUDS @ II 12" Q.C. NA BM1 11 11 11 J_====dl r � 3 9A _ Q_ II PR&FABR TFM FLOOR JOISTS 02a'o.c. 3 \ / 9B 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 it II II II II II II II 11 J1 Coll II uJ2 11 'ii IL 11 H II J9 II H II II 2x4 WOOD WALL W II II II II II SYP. NO.2 STUDS II II II II II II II II II @12GC II�II II II II II II 11 if WD1 II II II I I II u n u n n II II 2XI ii1II II II J6 I WALL W/ DBL. II II 4 II STUD UNDER JOIST II II 1 II 11 n n II II III II II I II II II II II DBL STUD -L f II I��I II II II II .. .� II I 1 1 1 It II II II WALL W/ DBL. D II PROVIDE DRAFTSTOP G II II II STUD UNDER II ALONG THIS TRUSS AS TO II II E II H JOIST ILIMIT AREA I 2. PER FBCR 301200 S.F. II ire II II ii ii J7 ii 11 11 11 11 11 ii if II P:3if I If II II II II II II II II II I ; II II II II II II II II II II II II II II II II 11 I II II II II II II II II II II II II II II II II 11 II II FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 4 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 W t4 W V w �o ti 0. 14 y 4 F ti SVBDIV. & LOT: CREEKSIDE PHASE II LOT #34 PROJECT* 04321.200 034R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA ) �f J MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 01/18/21 SCALE: 1 /4"=1'— 0" SHEET S 3 ■ ENGINEERED WOOD RUSuE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMITS OP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING (1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 12" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 i HTSM20 W/1 Q 10d TO (2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR TRUSS ANCHOR WIT NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" 16d x 1 1 NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" 9 10d x 1 1 NAILS T O z 6", 8" x 4'-0" MAY BE ADDED TITEN2 ANCHORS TO CONT POURED LINTEL DBI DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDES" W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE (1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APTSYP #2 2" x4", EMBEDMENT. USED I CONJUNCTION WITH :. ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 �' NAILS TO GIRDER AND 2 SIMPSON HETA16 TRUSS ANCHORS O 6', 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT :: .. TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 }" NAILS TO GIRDER W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10'10d TO TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ' T" x 2 �' TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HID TO CMU AND (18) SIDS 4' x GALV: COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER It 12" O/C FOR REVIEW 2x SECURED W/ (3)1 d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) z" x 5"TITEN HD TO CMU AND (18) SIDS x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 2" COVER & 2" APART B ALLOWABLE UPLIFT - 0:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS, (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 13 1b 1c TYPICAL ROOF F` GIRDER CONNECTOR(S) SCALE,3/4"=1'-0' (2!a Zb 2 SCALE:3/4"=V-0" SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2)2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS FIRES TAT LSTA12 20 GAUGE PER ELEVATION W/ 10dx1/2 HDG'COMMON NAILS. @ EACH E14D TOTAL OF 10 SERFS BLOC(( TNICIWE98 4500 3/4" WOOD PANELS 8000 (2) 1/2" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER COVER 5 TRUSSES) 4'-0" O.C. (AT SHE HING 0'-0" TO 30'- " (1)'X BRACE SEAMS) 30'-l" TO 60'-0 ) "X" BRACE 6'-0" MAX (W/1X4) (1) "X" BRACE @ ENTER TO SECURE 2x T. PLATE OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVI D EQUALLY ANCH BLK v v FROM CENTER TO E WA BOLT W/ HIGH -� WER SET IN HIGH S ENGTH EPDXY 6" 2x WOOD FASCI 10 PER ELEVATION 1 x4 DIAGONAL SEE ARCHITECTU L IN. EMBED. AT 32" OC MAX. LVL/I-JOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS 0,00 SECURE GABLE TO 2x8 PRE-ENG I -JOIST BACKER BLOCK Zlze\ BRACING, SEE 01 >/ P.T. PLATE W/ 12d's 8" �PLAN FOR LOCATION O.C. MAX STIFFBACK AS PER 5/8 GYPSUM BOARD OR 1/2 HIGH o > U a MAY NOT BE STRENGTH CLG. BOARD ivZi REQUIRED TRUSS ENG) I CONT. 2x4 SECURED W/ SECURE I -JOIST TO TOP PLATE T t E INSTALLED @ EACH TRUSS w/ (2) 12d TOENAILS 1 Y-0" O CMAX @ BTM. CHORD OF DOUBLE TOP PLATE WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING MIN. " B" A.B. WITH SEE SCHEDULE FOR MIN. 7EMMBEDMENT BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE TO SLAB & 18 16d x ( ) 15z PLANS FOR SPACING: SINGLE i / 2-1/2" NAILS TO POST., am Bmmm= THCIOIE86 4500 3/4' WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER BTM. PLATE TO BE PT, POST TO SIT DIRECTLY ,, PROVIDE DBL. TOP PLATE ON SLAB PROVIDE BLOCKING 1x4 BTM. CHORD BRACING 6-0" O/CEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1/2" GYP. WL. BD. 10'-0" O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN a° COMMON. NAILS AT EACH CHORD ° n A INTERSECTION TYP. BTM CHORD BRACING BLOCK WALL W/ GABLE E .A n _ . .0 A: -JOIST CONNECTION @ L.B.W. 4 a 4 A LVL/WOOD POST CONNECTIONS 6 SCALE:3/4"=1'-0" 7 SCA :3/4"= � 1'-0" PRE-ENG D TRUSS o� SCALE 3/4"=1'-0" (NO UPLIFT) 2411 3" END 8 MAX. 24" MAX.w/1JOiST SPACING'. END w/l-JOIST uss BRG. oR BTM. PACIN OF SHEATHING TYP: TYP SEE FRAMING PLAN rp END OF MAX MAX MAX LEDGER BD. NOTCH DEPTH1/4'D v THE USE OF ALTERNATE MATERIALS MAY BE O HOLE EDGE >5/9' 1/2 EXP BOLT/J-BOLT W/2 (2) 2X8 SYP P T: LEDGER BOARD FROM 11J EDGE 2) 2X12 SYP RT. LEDGER BOARD TO 3/4"EXP. BOLT/J-BOLT WI2" USED SO LONG AS THEY CONFORM TO THE WASHER & 5 1/2' H USED WITH WITH (JOIST 1. ENSURE THAT EXP.BE USED WITH (JOIST WASHER & 5:1/2" T HOLE DIAMETER H MIN EMBED (TYP} BOLTS/J BOLTS ARE PLACED MIN, EMBED.(TYP) FOLLOWING <2/5"D SGL. STUD INTO GROUTED CELLS, 8"ALL OUTER 1/3 OF AROUND T 2. SPLICE OF FRONT AND REAR FRONT. LEDGER .. ; ` 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A - SIMPSON IU 31.81116 G < 1400 LBS, U < 70 LBS W/ (2) 314"° WEDGE-BOLT/J-BOLT, 5" MIN. z LEDGER SHOULD LAP A MIN OF 4-4'. ' z A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS —HOLE EDGE >5/8" EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 CO �, 3. ALL BOLTS To HAVE WASHERS EQUIVALENT OR GREATER UPLIFT AND LATERAL AND LOAD CAPACITIES B - SIMPSON IU 2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD (2) 2x12 SYP PT ,.' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOUULL D BE NOTED FLOOR AND O - EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 NOT BE ANY CLOSER THAN 8" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MI 3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/47 WEDGE-BOLT/J-BOLT, 5" MIN. - Z °J g O/C. 5 ONLY LEDGER INDIRECT z °p THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO „ EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2 GALV. NAILS TO JOIST (2) 2Xg CONTACT (REAR LEDGER) WITH REAR S A IMPSON H10A OR LGT . 2 ROOF R TRUSSES ARE SUBJECT TO UPLIFT F1 AND F2 FL#17241 CMU REQUIRED To BE P.r. FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SYP PT LEDGER SUBJECT TO F1 AND F2 FORCES, D - SIMPSON H US7 25/10 G < 4140 LBS U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST BTM. HOLE DIAMETER FL#25749 PLATE < 3/5`D DBL. STUD E - SIMPSON MI J4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 314"° WEDGE-BOLT/J-BOLT, 5" MIN. . EMBED 16d GAL COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV: NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE QmSPAOM CEMRALSPAONO A DOUBLE SYP 2x8 1/2" 8" MAX. 1 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. --------------- WOOD LEDGER STUD NOTCHING ATTACHMENT DETAIL ALTERNATE MATERIALS SCALE: 3/4"=1'-0" Reviewed for Code AND BORING LIMITS 9 SCALE' .314°='-Q" I -JOIST WOOD LEDGER DETAIL Compliance Universal Engmeenne SCALE: 3/4"=V-0" Sciences I II 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bdl esi gngrou p. com AA #P: 0003325 J [GARAGE DIV. �e T: EEKSIDE Et HASE II 0'T #34 EC7T# 1.200 034R2 Is 4EHB 5--IIAYDEN" Gf: RIGHT PAGE: DETAILS (I -JOIST) 60 1611-1 EXP, C NO 17365 PRINT 21i8 DATE: 01 / / SCALE: 1/4"=1'-0"' SFIEET - " ; ' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS #8 WOOD SCREWS x 2" COMMON NAILS (EAC EACH END — LONG @ 3" O.C.; SIMPSON H6 W/ 8 8d END EVERY STUD OR ON #8 WOOD SCREWS STAGGERED EACH END OF "BUND E" x 2" LONG @ 3" O.C.; oil AS SHOWN ' OF STUDS STAGGERED OFF CENTERLINE DBL. 2X8 SYP #2 LEDGER. PLYWOOD FLOOR 3/4" AS SHOWN SEE BOLT SCHEDULE, SHEATHING NI 10/S3.1A. 8" CMU WALL NI REINF PER PLAN 8" CMU WALL REINF PER PLAN PER ELEVATION 3/4" G —3/4" PER ELEVATION O z N SCREW PATTERN 3 *' SCREW PATTERN (n o= 1-JOIST (SEE z 'SO WQN� FRAMING PLAN)O= PER ELEVATION cc m 0 PER ELEVATION 04 (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE JOIST (SEE MASONRY NAILS 2x4 P.T. CEILING 24" MA _ FRAMING PLAN BOLT SCHEDULE, 10/S3.1A. ) @ 12" O.C. NAILER W/ MASONRY NAILS SIMPSON SPH4/SPH6 BTM. @ 12" O.C. 1X2 FIRE -STOP I -JOIST - LVL PLATE STRAPS W/ 10d x 1 a 1/2" HOG NAILS SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL ALL / FLOOR FRAMING, AT 1-JOISTS PERPENDICULAR AT I-JOIS7"S PARALLEL OIST PARALLEL TO WALL TO EXTERIOR WALL TO)L EXTERIOR WALL 2 SCALE: 3/4"=V-0" SCALE: 3/4"=l'-0" 4 SCALE: 3/4"=1'-0" L Reviewed for Code Compliance Universal Engineering PRE-ENG GABLE TRUSS Sciences 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL AT FIRST TWO BAYS 4'-0" O.C. G PRE-ENG'D WOOD SEE SCHED. BELOW $PRE-ENG SHEATHING SEAMS) (BLOCKING � OOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO MP PLATE 518" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA ANCHOR BOLT W/2" ~�I'"" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10b SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP2x4 OR 2x6 WOOD BEARING CONNECTION _\ L-VI WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE LINTEINTE POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE o. PROVIDE BLOCKING - .* .o: SIMPSON SPH4 OR SPH6 BTM 112" GYP. WL. BD. AND TOP PLATE ANCHORS W1 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ Li CONT. 2x4 SECURED W/ (2)10d's @EACH FILL ALL HOLES, DO NOT USE 1/2"x9 WEDGE ANCHOR W/ 2" TRUSS TO BE INSTALLED @ 10-0' O.C. MAX. 10d x 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS EPDXY 5-1/2" EMBED. MIN. @ 16' 1 ®a 10b 10c ) OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL < $ SCALE: 314"=1'-0" °. TRUSS TO POST C�INECTION ° < A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. a . B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LITS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 518"° A.T.R. TO HDU4 AND (10)114" X 2 1/2" SIDS TO POST 9a 9b TRUSS CONNGTION @ L.B.W. POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,600 G 5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U 2,300 G:10;335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,566 W/5/8"A.B. WITH. MIN. 71P . EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 2194 H W'Y A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www.abdesigngroup.com AA #: 0003325 8T.T33DIV. T: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200/034R2 MODEL, :,GARAGE S'VnNG: PAGE: DETAILS (I —JOIST) .60 MPH EXP. ARCHITECT. STATE OF FLORIDA JAN 2 12021 M - �6: -^^ N AR NO 17305 X11"`x"' DATE: 011821 / / SCALE: 1/4"=1' -- 0" SHEET' 3p VTCR SPACING (1) AT EACH END laala Appal Ipal pppa pp9applpl p l VTCR AND 6-0' O.C. MAX. pappp aa 9 1 a I Ial a pasI aI I \`� � I I pplaallll \ apapllala 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION I SCALE: N.T.S. Reviewed for Cod Compliance Universal Engineering 29 Sciences SUBDIV. LOT: CREEKSIDE PHASE II LOT #34 FROJEC T# 04321.200 034R2 MODEL• 4EHB "2605-HAYDEN" GARAGE 9 WIATG: RI-GHT DETAILS 60 MPH EXP. ARCHFFECT STATE OF FLORIDA r� V� .l , JAN 2 1 2021 ; MICHAEL C. /KNF7EP190N AR NO 17305 " 01 18 BATE: 21 / / SCALE: 1/4"—f-0" 1 SHEET 3 e I C 2194 HVWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.ab�designgroup.com AA #: 0003325 Ul Vu X 0 x SUBIZIV. .Sc T: CREEKSIDE PHASE II LOT #34 [GARAGE .TECT# 21.200 034R2 (y 4EHB 05— HAYDEN SWING: RIGHT PAGE: SI�COND FLOOR DECK PLAN 60 MPH EXP. C AFiCHjFIDA STATE OF JAN 2 AR NO DATA 01/18/21 SCALE: 1/4"=i'-0" SHEET 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 k V. & LOT: EKSIDE ASE II T#34 CT# 200 034R2 EHB -HAYDEN" GARAGE S WMG: I2,IGHT PAGE: L06O OND FLOOR WEL PLAN SECOND EXP. ARCHffECT- OF FLORI M r i MICHA! L 0. AN' AR NO 17305 PRINT 2118 DATE: 01 / / SCALM 1/4"-l'-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O (2) 2X8 LE HOFLINTEL/T.O.A.=TOPOFARCH/T.O.S=TOP INDICATES OPENING BELOW/ T.O.B.=TOBEAMCEDU BEAM/ 13.01OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPADING BB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID 662 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ° 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1TlOM/OB ; 1 °° 2 ♦ 1 ° 1 � 1 1 °♦ � 1 GT 1 °° 1 °° 1 1 1 °° U.N.O. PROVIDE BB2 WHERE 1 1 ♦ ROOF TRUSSES BEAR, °° 1 1 TOP OF WALL EL 18'-8" 1 1 °♦ 1 °°° °°♦ ' 1 1 1 1 °♦°° 1 1 1 °° °♦ i 1 � 1 1 °° 1 1 1 °♦ 1 1 A II 1 1 ♦ 1 i i t 1 1 GT °°♦ 1 1 1 1 1 I- CD I GT °♦ 1 1 1 i °♦°° 1 ; i 1 ♦ ♦ 1 ; , °♦° q 8F16-1T/0M/0B r------� 1----------`I 1 ♦ 1 2.1 1 8F16-1T/0M/OB 8F16-1Tl0M/0B 8F16-1T/0M/0B♦ ; :- i L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F M U W 0 F 0. Chi 4 F A SUDDIV 8e LOT: CREEKSIDE PHASE II LOT #34 PROJECT# 04321.200 034R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PACE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 go DATE 01/18/21 SCALE: 1/4"=1'-09 S 5 "L TT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS _ SAFE LOAD — POUNDS PER LINEAR FOOT SAFE LFOAD SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818OB 16-110B 1T/OB 1TIOB 1T/OB 1TlOB TYPE LENGTH 818 PLAIN 8f8 SOLID TYPE LENGTH 8/81T 8f18-ilf 8/ZO.1T 8/24-1T 80MMT 8/32-1T WIB 16-1 118 iT/1s 1T/1B 1T/1B -1T/iB ere°2T er16-zr 8rlazr &24.2T we-n smear 3'-6" PRECAST 1436 952 3114 4217 5321 6428 7531 3' $" PRECAST 689 1024 $'$" PRECAST Iwo 3524 4394 5283 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5283 0132 7001 4'-0" PRECAST 1065 700 2305 3125 3946 4765 5587524 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3090 3815 4670 5325 8079 1961 0113 7192 e 7627 8751 1363 3060 3815 4570 5325 6079 4'-0" PRECAST 819 533 1770 24W 3033 3666 4300 4'-0" PRECAST 398 591 4'-8" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 e541 7505 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 25M 3123 36M 4�249 VAR PRECAST 411 411 5'-4" PRECAST 1016 1808 2374 2944 3513 4084 1319 44M 7106 7342 5780 8259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 34Q 339 5'-10" PRECAST 909 1499 1971 2443 2916 3387 1161 36M 5877 e036 6548 5776 929 2080 2593 3107 3620 4133 8'-0" PRECAST 692 1139 3227 3031 3707 4383 50e1 6°$" PRECAST 410 721 6'-6" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 lose 2329 2790 3251 3712 T$" PRECAST 570 me 2498 2205 28M 3191 3885 7'-6" PRECAST 303 534 T-6" PRECAST 710 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 91 4" PRECAST 428 633 1593 2204 2481 2818 2621899 " PRECAST 192 384 9 -4" PRECAST 464 586 767 948 1129 1310 639 1674 2298 3081 4099 4 572 1318 1643 1909 2164 2519 1®'$" PRECAST 388 487 1247 1767 ION 2183 20� 1 Q'$" PRECAST 151 3Q1 10'$" PRECAST 350 468 612 755 899 1042 560 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11°-4" PRECAST 330 544 1312 1742 2252 2888 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 y� 1312 1742 22W 28M 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 607 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2600 3171 440 840 1300 15M 1314 1476 13'-4" PRECAST 270 433 1045 1355 1732 2157 25M 13'-4" PRECAST 82 298 13',4" PRECAST 308 303 393 484 575 645 414 1045 1305 1732 2310 2ep5 S96 780 1057 1312 1071 1203 14'-0" PRECAST 254 3e8 978 1272 16M 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 40 52s ON 390 978 1272 16M 1950 2889 378 717 961 1192 975 1133 PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R 283 14'-8" PRESTRESSED 239 422 NO 626 746 am 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15°-4" PRESTRESSED N.R. NR NR NR NR NR NR NR PRESTRESSED N.R. 252 15°-4" PRESTRESSED 224 387 484 574 684 793 412 10 4 1340 1703 2118 2513 230 616 we 1134 1353 1572 1 T-4" PRESTRESSED N.R. NR N NR NR NR NR '-4" 17PRESTRESSED N.R. 183 17%4" STRESSED 187 326 385 451 587 e60 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19%4" STRESSED 162 266 348 430 513 595 235 738 959 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 — 142 219 308 381 454 527 180 598 833 1036 lies 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 118 22'-0" PRESTRESSED 137 228 290 359 428 497 185 530 784 982 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24°-0" PRESTRESSED N.R. 91 _ 24'-0" PRESTRESSED 124 174 245 302 360 418 120 450 654 824 1014 1147 124 319 455 581 687 793 Reviewed for Code Compliance Universal Engineerin91 < Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321.-802-3591 www.abdei>igngroup.com AA #: 0003325 P v. T :EKSIDE ASE II PRojEc-r# 200 034R2 MODEEHB "2605-HAYDEN'L E SWI G:FIGHT: E L0 ADAB L�E SP.H EXP. E..m ;ECTe F FLORIDA C. ANDER N 0 17305 DATE: 01/18/21 SCALE: 1/4"=1' — 0" SHEET �j o 1 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD, FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. Yv.Ix�v aM THIN YL N.MGY wl aw nnvv;a Ml/r;a V.41V fIMttIMICYnv:IWIrvMMLrl.vinlVV IVM.{.VMIlRflMIL VRWi(Ili'xMAlf MIjVYriMinvx GIRDER/TRUSS W/2X6 BOTTOM CHORD 1. ROOF GIRDE S W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANYITRAY/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 Y ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSSES W/2X4 BOTTOM CHORD TRUSS CONNECTIONS. TRUSS BOTTOM✓ `DIAGONAL ENDJACKVV BRACING/BOTTOM 4. AVOID PLAC114G A TRUSS PERPENDICULAR TO A STEEL COLUMN. CHORD WIMIN (4) L OCI CHORD BRACING' MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION %1 DISSIMILAR BOTTOM CHORD BRACING @ END CONNECTOR SCHEDULE CONTROL DATE: 09/30/2020 MiTek USP ' SIMPSON MiTek USE SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2". 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", 18) 16d 2-PLY, EMBED 4" 1 (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) EST 2-PLY, EMBED 4" IS) 1Gd x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2035 (12) IOd'x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" I -PLY, EMBED4' 2500 (10) 16d 2PLY,EMBED 4" (12) 16d 2-PLY, EMBED4" LUGT-2 1155 LGT-2 1885 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2114" THEN, WOOD (16) LET LUGT-3. 3380 LGT3-SDS2.5 3480 CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4). 3/8" x 5" TITEN HDTO WALL DHTA-20 2430 DETAL-20 2480 (16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 1Dd x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1)5/8"AT.R. IN HIGH STRENGTH EPDXY(M IN. 12" EMBED),(22) 10d TO WOOD) (1)5/8"A.T.R.. IN HIGH STRENGTH .EPDXY (M IN. 12" EM BED),(22) 10d TO WOOD HUGT2+ .9575 HGT-2+ 10690 WOOD(8) 10d, MASONRY (2) 3/4" A.T.R (2)3/4"A.T.R. IN HIGH STRENGTH EPDXY(MIN. 12" EMBED), (16) 10d TO WOOD.. HUGT3+ 9860 HGT-3+ 10690 WOOD l8)10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1510: PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPEN WALL TO WALL DICULARTO (10) 10d x 11/2" 110) 10d x 1-1/2" MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(1) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN'. 12" EMBED), (16) SDS 1/4"x3" HUGT 9575 12) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 3/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 965. MTS-12 990 (14) 10d x 11/2 (14) 10d (14) 10d X 11/2' HTW-16 1355 HTS-16 1310 (16) 10d X 11/2 (16) 10d (16) 10d X 11/2' HTW 20 1355 HTS-20 1310 (24) 10d X 11/2', (20) 10d (24) 10d X 11/2 HEW 24 1355 HTS-24 1310 (24) 10d X 11/2", (20)10d (24) 10d x 1.1/2' LSTA 12 ++ 930 LSTA-12 ++ 925 (IO)IOd (10)10d LSTA 18 ++ 1235 LSTA-18 ++ 1 1235 (14)111 (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA24++ 1640 MSTA-24++ 1640 (18) 10d (18) Iod MSTA-30++ 2065 MSTA-30++ 2050 (22110d (22) 10d - MSTA-36++ 2065 MSTA-36++ 2050 .(26) 10d 126)10d. KSTI236 2765 MSTI-36 3800 (36) 10d X 11/2" li 136) 10d X 11/2" KT$I248 5105 MSTI-48 5070 (48) 10d X 11/2" (48) 10d X 11/2" LFTAS 980 H6 1055 (16) 8d x 11/2', (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT4 875 ISP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10dx 11/2" TO STUDS MP34 - 525 IN Fl @ 160% A34 430 (4) 8d x11/2" TO BEAM, (4).Sd x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 31/2" TO POST. HHCP2. 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RTi6A 1020 HIDA 1040 (9) 101 x 11/2" TO TRUSS, (B) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15&PHD4A 4175 VGT &HDU4 4940 (28)10d TO TRUSS, (10)WS3 WOOD SCREWS TO POST W/5/8'THREADED ROD (15)-SDS 1/4"x3"TO WOOD, (10)-SDS 1/4"i21/2'W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT &HD7B 4940 (28)1Gd TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (15)-SDS 1/4"x3"TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD i. (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC, (12) 16d TO WOOD PAU66 2455 16005. - ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (12)16d TO WOOD (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT19+++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (8)10d TO WOOD I (1) 3/4 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC., (B)IOd TO WOOD yyy��k LTS20B+++ 1100 LTT208+++ 1500 _ (1) 3/4" AT R.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 11/2 TO WOOD (1) 1/2 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC., (10) 111 TO WOOD HTT45 4160 HTT4 4455 (1) 5/8".A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., 118) 16d %21/2' (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED;) IN CONC., (26) 16d X 21/2" = HTT45 5005 HTT5 5090 1 (1) 5/8',' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED;) IN CONIC., (26) 16dX 21/21, U PHD11+ 14395 HHDQ11-SDS 2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCR WS (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN LONG, (24) SDS X" x2%" WOOD SCREWS PHD5A 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7".EMBED) IN CONC (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 : (1)7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC, (3) 7/8"STUD BOLTS 71 WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"'J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/3/4" DI DYNA BOLT SLEEVE ANCHOR OR EO W/MIN 5"EMBED INSTALLED IN FACE (14)10d AT101ST ITW RAMSET/REDHEAD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN. C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH' EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M,U. FACE, (18) 10d TO BEAM H U54121F 3615 2710 (100%) HUSC412 (WOOD) 3435 2635 (100%) 16d TO HEADER,(10)16d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 3325(125%) 3220(125%)(10) 111141011 (CMU) 195' 3080 HUC41D 1CMUI 1800 4500 (18)1/4""x3 'WS3SCREWS, (10) 10d TO WOOD. USE (20) 3/16"" TAPPER+, (10) LOCI TO WOOD (18)1/4x23/4..TITEN(9 PER FLANGE) TO CM U,(10) 10d TO WOOD: HD210-21F (CMU) 1950 B080 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3 ' WS3 SCREWS, (10) 10d TO . WOOD. USP (20) 3/16""TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (18) 1/4x2-3/4"TEE EN(96ER ELAN GE)TO CMU, (10) 10d TO WDOD: HD210-31F(CMU) 2795 5015 HUC210-3 (CM U) 1800 4500 (18)1/4""x3' W$3 SCREWS, (10) ICATO WOOD. USE (20) 3116"" TAP PE R+, (10) 10d TO WOOD LGUM26-2 2125 6065 _ LGUM26-2-SD!1430 5595 (4) 3/8" X 4" Wedge- Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS - (4)3/8 x 4TITEN HD AN CHOPS (2 PER FLANG E)TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD In CA h CJ5 20 0 0�4 in � N O LL is Z Q U OIW Q m E< 0 O igIX 15 C, O 4 Ib p N It 9 r TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL J 2x4 SCAB NAILED TO BRACING/BOTTOM �M\� TRUSS BOTTOM CHOR CHORD BRACING LJ WWIMIN(4)10d NAILS 11 FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN \GT1 II 11 11 II 11 II If II II 11 II II II 11 II II II 11 11 11 IiAeG II I I I I I A31 _ PRE- ABRICATED ROOF TRUE ES @ 24" O.C. A2 RIDGE j -- — --- -- — y/A --- --- A3 — _ 22"X30" ATTIC II --- i---- I A4 -- --- - A6 =_AS GT - I(NQ p CJ3 11 II II II 0 - - - GT B� _ II II II CJ1 il li I� 11 " rig II II II — I c3 N M CJ1 1A U U LU LU LU I L_--------------------- ---- —L� ti/o II II II II II II II N II !I II IIIF 11 11-�II II (� i SCALE: 1/4" - T-0" TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING O a CJS CJ3 iu- 1A IN 1A Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 32:1-802-3591 www, a bdc!signgrou p. com AA #: 0003325 CREII-j'KSIDE PHASE II LOT #34 4EHB "2605- HAYDEN" ?ARAGE SWING: RIGHT PAGE: ®®. ROOF FRAMING PLAN AND NOTES L60 MPH EXP. ARCHITECT= STATE OF FLORIDA 1 i s_ i F 1:2U2f �-' MICI AEL. c. ANISERSON AR NoD 1730S DA]PRTE: 01/18/21 SC :1/4"=1'-0" SHEET GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND H. WOOD: - p ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE.SPF. GABLL - END �I �I ARCHITECTURAL L DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ' ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020;. 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING LEDGERS, BLOCKING, a ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC„ SHALL BE SOUTHERN PINE NO. 2 OR BETTER, Fh = 1100 PSI AND A MODULUS OF 3R 3R 2N L,t - 2 iN - FOR STRUCTURAL CONCRETE TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON E HYLENE VAPOR BARRIER MEMBRANE ELASTICITY = 1,400,000 PSI ALL WOOD I CONTACT N ACT WITH CONCRETE OR CONCRETE BLOCK SHALL. BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-.16 AND AISC SPECIFICATIONS DRAWINGS.` SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. , PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES AL 0 FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 0 O v 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 0 v SHALL BE CON TRUED 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 O ® EXCEPT WHER A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES,. AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN''/V OF HEARTWOOD. 0 ® O ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD DO NOT SCALE THE '.. v 0 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 0 O ® TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 0 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 '—�, __ 1 I 2R 2R ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYR #2. ` i' ".THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING •-/ �•,�•a•q••<IS COMPLETE. 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 O SEQUENCES T INSURE SAFETY OF THE. BUILDING AND ITS COMPONENTS WELDED WIRE MESH:. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 0 0 ® O DURING ERY 8 CIN. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY B ACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM At 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: USS S ® ® v �. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL ® Q 0 ® O O THE C OR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA TRUSS DESIGNS. SHALL BE SIGNED AND ®®0 0 v LOADS. REQUIREMEN AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. REQUIREMENT,; SEALED. BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA: SEE NOTED FOR SHOP DRAWINGS, 0 O O V ® O 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 O O ® O v TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AR OUND. E F REBAR SHALL BE ASTM A615A616M GRADE 40 IN CONCRETE DEFORMED -BARS,REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M; GRADE A; AND SHALL BE HOT -DIPPED GALVANIZED. Q O 0 O O GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN. ACCORDANCE , r-� ® O `P ® O 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 2R O O 2R. v CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.; HORIZONTAL STANDARDS. FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 9- ,�. O ® 0 ® ROOF. LI E LO D 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 2R 2R O 0 0 2 psf TOP CHORD non -concurrent ! REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25 #6 BAR - 36" WOOD TRUSSES - 0 O 0 O O O 0 ® 1 :psf BTM CHORD -non -concurrent - #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 0 0 0 O 0 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 0<vv DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 0 0 ® 15 pef TOP CHORD 20 psf TOP CHORD 0 (7 psf w/ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) ALL VER�CAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS 10 psf BTM CHORD 5 psf BTM CHORD THICKET ED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH v v v v tQ �2E Vvvv v v v v Vk DEAD LOAD TO RESIST WIND UPLIFT: lbpsf 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 17 � BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING HIP ROOF : ROOF WIND DESIGN PRESSURES ASCE 7-(FBC 02t) EXPOSURE C, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-16 TIC WITHOUT STORAGE 10psf, UNINHABITABLE ATTIC WITH LIMITED '.. LIVE. LOADS: UNINHABITABLE ATTIC ' LAYOUT, SPANS & ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT BEARING _ ZONE 1 PSF (49.48) STORAGE: 20ps�f, 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 AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE = 39.48 ZONE 2 = 39.48 PSF (49.48) 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 ZONE 3 = 67.16 PSF (77.16) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 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 "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE. LICENSED PROFESSIONAL ENGINEER WIND EXPOSURE. "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY SCHEDULE,SAND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY - COMPLIANCE.WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS; DIMENSIONS, ETC. THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THIS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK • E MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF.THE DELEGATED TRUSS ENGINEER WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY. 2000 P I. BOTTOM HALLOF B BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS'ENGINEER SHALL BE RESPONSIBLE FOR ROOF/ WALL/ FLOOR DRAWINGS SUBMITREPRODUCIBLE WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED 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 SHEATHING 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 3/81, WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF8" TO 10". USE ONLY MECHANICAL VIBRATION -. TO: CONSOLIDATE GROUT. F143TE N E R SCHEDULE FouNOAT1ow SITE PREPARATION: NAIL REQUIRMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPEOR OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. LANDMORTAR SHALL M PROPORTIONED AND MIXED AS OUTLINED UNDER AS C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS SIZE HEAD LENGTH DIA. TNSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 RSRS-03 SCREW SHANK 70,000 RING (16-20 RINGS F1667 8d RING SHANK, 2 318" 0.113 PER INCH ) RSRS-01 SCREW SHANK 8d RING SHANK, 2 3/8" 0113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.)SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1 Od NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. r TOP & BOTTOM EDGES .. @ Q Z Z Y W Q E: = Z rn V Z O TYP. EXT. SHEATHING ATTACHMENT @ rn W w00 0 W Y L O m SHEA EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO'. MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - SOIL FOR TERMITE PROTECTION. T. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL HE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR. 6 X BAR NO. (48 BAR DIAMETERS)., U.N,O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUC-RJRAL STEEL' BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, { OOF SHEATHI3 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. Fj _ U x Z F 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE '�. 35 ksi, /TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP: p p j 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SUBMIT PRCPOSED MIX DESIGNS, WITH ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL I, m .SHALL HISTCRICAL STRENGTH DATA FOR EACH. SEPARATE MIXPRIORTO CONCRETE PLACE.. ENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/. PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE:SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI 318AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFE=THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL..J-BOLTS ARE TO BE STEEL. BUILDING LENGTH bOF SHEATHING LAYOUT WATER ISADDED 10THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON ND ENDWALL BRACING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL R GABLE END FRAMING BE THE RESPONSI ILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE NITH THE ABOVE. NOTE: GABLE ROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 fP OUTLOOKER RAFTER W/ BLOCKING @ REQUIRED CONC ETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS 16"0.C. IF NO . PPED GABLE END, ATTACH 2X4 #2 SYP A. 3" FOR CO CRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): BLOCKING @ J'O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. B. FOR CONCI ETE EXPOSED TO EARTH AND/OR WEATHER: for Coda F #5 AND SMALLER Compliance END. ATTACH OF SHEATHING TO RAFTERS 2/ FOR AND LARGER T FO ®Reviewed Universal Engmeeflnt" BLOCKING PE AILING SCHEDULE C. FOR CONCRETE NOT EXPOSED TO WEATHER Sciences 314" FOR SLABS, WALLS AND JOISTS 14/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 10dRING -%NKGUN NAILS FASTENER SCHEDULE SEE"ROOF SHITHING ATTACHMENr WINDOW AND DOOR BUCK FASTENERS FASTENER T LE FOR FIB SPACING APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS i K T E N 1x2 PT FURRING TO MASONRY !GONG CASE HARDENED COIL NAIL712" LONG_ 8" O/C GARAGE DOOR BUCK TO MASONRY/GONG 1!4" DIA NO WASHER TAPCON MASONRY FASTENER 8"OTC 1 12" EMBED., 4" END DIST. 1 12 EDGE DIST BGD, AL. EE DOORS 6 Ix PT, SEE NOTE 6 CASEHARDENED1 1/2" O COIL NAIL 1 1/2" LONG. 9" E STAGGERED WINDOW/DOOR/ FASTENED .INTO MASONRY/GONG GARAGE DOOR BUCK TO.MASONRVICONC. 318" DIA. OR , 1/2" DIA . <w! WASHER/ EXPANSION BOLT 16" 01C (V7' DIA) 24 ®IC (U2" DIA) : 4" EMBED, EEND DIST, 3' EDGE-0IST WINDOW BUCK 1x PT, SEE NOTE CASE HARDENED COIL NAIL 11/2"LONG. 9"OID STAGGERED WINDOWIDOORI FASTENED INTO MASONRY/CONE METAL STRAP TO MASONRY I CONC �+ p �+ THIS CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS "TAPOON N68 'EXT. SWING DOOR ' (2) 3/16 DIA 18 OIC 1 112" EMBED, 8 END. 'DIST 1 1/2" EDGE'DIST NON -BEARING WOOD WALL TO GONG SLAB 12"° W/ WASHER EXPANSION BOLT 24" O/C 4 EMBED. 4" END DIST, 3" EDGE DIST. E1BUC 2x PT, BE OTE 6 NO WASHER FAST 2x PT WINDOW BUCK PT TO STEEL COL.. SEE 6.1 W/ PAF x 2 V8 9 ER 4" EEDGE DIS 1 12" • NOTE 8 WI WASHER STAGGERED EDGE DIST #8 2" DECK SCNNS @ 6%8" O.C. MAX @ 1. SOTES LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - EQGES & 12" O.MAX IN FIELD. UNTHREADED 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMI NG BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA SHANK TO EXTID BEYOND THICKNESS OF 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED SUB -FLOOR SHrrHING 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 DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF. TO THE SUBSTRATE. TYP_ 3i4" T&G SUB -FLOOR DE G GLUED TO ALL EXPOSED MEMBERS 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W Pq U W 441 Z o L) 0. LU h a � 7 tli W F Q `Y CREEKSIDE PHASE III LOT #34 r PROJECT# 04321.200. 034R2 )' 3MODELs 4EHB "2605- HAYDEN" C>i•ARAGE SWING: RIGHT PAGE: DETAIL�El 'I (60 MPHARcH STATE OF FLU, a APR 0 7 2021 MICHAEL C AR NO 173.a DATE 01/18/21 SCALE: 1/4"=1°-0" SHEET c �T I �._.) �L �I I j