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Home My WebLink AboutBuilding Plans, w F e 0 99 - y.( F X. 1 r _ - t o&% r.5 a 40 eta 1 r' L 1430 � .r � `� � �� RIVE NE 7 P,AL - M 9 z- w Tel= (321) 733-7092 Fax: �32� '972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR): *FLORMA EIMING CODE, REBIDGS = "»` INDEX �) R n OW EDITION (2017) L' A!C ABOVE LLF LAVATORY DATE DESCRIPTION I � D E X OF D 1 A N AD AIR DJUTA CONDITIONING Ni 1 MFbICOUSARCHITECTURAL SHEET LOCAL AND STATE CONS 0lnbns CID-8 ISSUED DESCRIPTION ® ADJ. ADJUSTABLE M.C. MELYLC?INE CABINET �� ALT. ALTERNATE NIFR. MANUFACTURER ` OIA5/I8 2011 MC UPDATE AMP. DR HORTON HOMES AMPERAGE M.T. METAL T PG Cl—COVER SHEET *OCCUPANCY — RESIDENTIAL, GROUP R3 BD BOARD M T. METAL rFIRESHoiII 01/f(i/f8 GD'S ice -ISSUED '^ 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB CFNTFRT.TNF MTD, MOUNTED CAB PG GN GENERAL NOTES CABTNET MTL.. METAL 0212148 SIDING ELEVATIONS ADDED PALM DAY, FL 32907 OMIN. INTERIOR FINISH - CIASS B CL(i CEILING N.T.S.NOT TO SCALP. CLR CLEAR O.C.NC,NTER ®3Rbn8 cD'S1-ISSUED PG Al -FLOOR PLAN !; •BASIC WIND SPEED — V L=160 MPH CONC. c ONtRr;TE PL PR RTV LINE --- - TEL: 321) 733-7092 'Vasd=124 MPH !CPT. CARPET P.B. SHBUTTON 0411SAS FOOTING REVISION PER M.80WES PG A2D-ELEVATION "D • EXPOSURE — C C.T. CERAMIC' TILE PH PHONE 060118 CD'S RE -ISSUED - ---- 4R FAX: (321) 733-7972 DRYER PLT PLATE PG El ®1-STORY RESIDENCE - DBL. DUAL 6T PL Pr.YwooD 02/19/l9 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MTERS) PG P1-PLUMBING PLAN D Cr. :' IILJAL GT,A7F,D P PAIR 2—STORY RESIDENCE —MAX, HEIGHT AS FER LOCAL Dra: DIAMr.TrR P T. PRESSURE TREATED 02122AS PLAN MAINTENANCE PG Ml —HVAC PLAN AND STATE CODES DIM. DIMENSION R. RISER -- -- DISP. DISPOSAI RAD. RADIUS 03/7SAS REVISED LINTEL SIZE AT FRONT ENTRY DOOR - DEEP PG D2-DETAILS ��rr,7i RA G. RETURN AIR GRILL STATE OF FLORIDA � �`Y-'�•T-'�'�= --�- PIG Dl-DETAILS DR DOOR REF REFRIGERATOR 04l24/I9 ADDED ADDITIONAL RECEPTACLE IN "RACE PER WILL BATSON IMEL�=5.{ SQ.FT. CALC.'� D.S.DOWNSPOUT RM. ROOM 04/24/19 REVISED HVAC VOLUMES ON SCA-7 CALC SCHEDULE (MELB.) PROFESSIONAL ARCHITECT: � Dom- DETAIL R.O. ROUGH OPENING --- PG WAI-WALL DETAILS DISHWASHER S.C. SOLIDCOREExTDR 06/I2/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) * 1B2s SQ. FT. EA. EACH S.D. SMOKE DETECTOR MICHAEL C. ANDERSON GARAGE 430 SQ. FT. ELEV. ELEVATION S.H. SINGLE HUNG 06/12/19 ADDED LED LIGHTS ® KITCHEN i 5ATH PPG WA2-WALL ASSEMBLY DETAILSER MARK SOWES PG WA2—WALL ASSEMBLY DETAILS I& 60. FT.. EQ' EQUAL SLIT. SHEET AR No. 17305 L�ANA1 FXH. EXHAUST SHTHG. SHEATHING 01ASAS ADDED STONE OPTION ELEVATION C x D (TAMPA) PG WA3—WALL ASSEMBLY DETAILS 88 SQ. FT- r.G. EXTERIOR Sim. SHOWER �1AS ELEVATION V SIDING -ADDED LOUVER + GABLE ROOF F GrPX. FIXED GLASS SH SIMILAR TOTAL 2362 SQ. FT. F.G. FUEL GAS SL. SLIDINGBi f , A.B. DESIGN GROUP, LLC FIN. FINISH SL. GL. SLIDING GLASS ADDED OPT. -0, CEILING HEIGHTS j n, 2194 HWY AlA, SUITE 301 A/C VOLUME 15720.9 CU. FT. FLR. FLOOR STD. STANDARD 0110112V REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR FLUORESCENT SWS SHEAR WALL a ;, INDIAN HARBOUR, FLORIDA 32937 FR.DR. rRENCFTDOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS Tel: (321) 802-3591 GA, GAUGE THK. THICK — GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB — - G.F. I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TG.S TOP OFSLAB GL: GLASSTYP. TYPICAL - STRUCTURAL SHEET DESCRIPTION . ' GYP. BD. ,. GYPSUM BOARD U.N.O. UNLESS NOTED. H.B.LLBID OTHERWISE — — ----- --- PG S1-FOUNDATION PLAN DRAWING /,. CONTRACT DOCUMENT W HCHo. HOSE ow CORP. V.P THFRPIOOF HDR. HEADER W. WASHER ---- --- ------ REVIEW----- BY BUILDER HOT: OR FIT HEIGHT W' WITH PG SlAA-DETAILS INS('I INSULATION WD. - - — -- — --— THE BUILDER' ASSUMES ALL, LIABILITY FOR WOAD PG 51.2-DOWEL PLAN i'�!i- INTERIOR W[iW. WINDOW INTERPRETATION OF THE CONTRACT DOCUMENTS. � w!H WATER xsarEx i R' rd 01 S W.I. . WROUGHT IRON .-.-- ---- --— --- ... ..-- --.-- - PG S1.2A-DETAILS. IF ANY ASPECT OF THE CONSTRUCTION (AS 178 -- -- - -_ --_-_ _._. LIFT S2-LLBEAM PLAN AND NOTES ' DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG ` \V�'1, � IN NEED OF FURTHER DETAILING OR EXPLANATION IN — - -- ---- PG S2.lA-DETAILS, ORDER TO BUILD THIS PROJECT BASED ON THIS p _ '— - -- - -- -- - -- V DRAWING SET, THE CORRECT PROCEDURE I5 FOR THE � - � BUILDER TO 'SUBMIT A WRITTEN R.F.I. (BEQUEST FOR PG S2-FRAMING PLANrI V - --- -- -- - INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS L— � � Y CLARIFICATION. -- _ - - -- - - — __-- --_--- PG S31B-DETAILS M A p AB DESIGN GROUP WILL RESPOND 1O ALL WRITTEN r — --- ----- — - PG S3.1 C-DETAILS (i '� 3 �'3 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY - - - --— PG SNI —DETAILS Lew«IwrCode la CA MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF 0 y E,�, , ---- __- -- - _ __- - -- PG PA1-PRODUCT APPROVALS CONSTRUCTION BY THE BUILDER WHEN NO RFI.. 's HAVE ---- __-- __-- - _- _-_ - — ---- _- :BEEN:GEENERATED FOR 1UNCLEAR ASPECTS OF THE I ONSTRUC 0 --- — TI N BASED ON THE DRAWING SET. -Mwmg,.� 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 his UBDIV. & LC CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200/074R MODEL. 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP C ARCHrrECT- STATE OF FLORIDA MAY 2 2020 , ICHAEL C. ANDERS, AR NO 17305 PRINT 05 28 20 DATE: % r SCALE• 1/49,-11_011 v 14 GENERAL NOTES SITE WORK 1. ALL W RK DO NE flNE UNDER THIS CONTRACT HALL E IN COMPLIANCE „ S C S B O CE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)' 1. REFER TO THE SOILS REPORT FOR SPECIFIC.DESiGN REQUIREMENTS IF REQUIRED BY BUILDING DEPARTMENT). ( ) 6th EDITION, (2017) . ALL REFERENCED CHAPTERS CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION(2017) UNO. 2. REFER TO THE CIVIL DRAWINGS'FOR LOCATION OF UILAIN WORfC�ING POINTS, I OLII H GRADING, ON -SITE UTILITIES, 2 , {* SITE;=IMPROVEMENTS, SITE RCTAINING WALLS, AND SPECIFIC GENERAL NOTES THE SOILS REPORT AND CIVIL WHERE BUILDING LOCATIONS ARE D IN D TOBE IN WEND B ETERM E BORNE DEB�;REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN:SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING=OPENINGS SUCHAS WINDOWS'AND'.Dbbft:SHALL BE PROTECTED AGAINST WINDBORNE'DEBRIS BY FINISH GRADES,fiLAN'fINGANDIRRIGATION, THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS THESE OPENING PROTECTIONS SHALL BE s; DESIGNED AND INSTALLED IN AGCORDAN,CE WITH CHAPTER 3; SECTION 11301',1r2: 3 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS IF;DIFFERENT' CONTACT THE ARCHITECT G� �3. 00NOT SCALE DRAWINGS. 'THE CONTRAC OR AND SUBCONTRACTOR, SHALLIV IFYALLDIMENSIONSPRIORTOWiiRK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FUND. V �4.......CAVATION SHALL BE MAi=iS GREATER THAN THE HORIZONTAL °i e �� . /z E , ''EOM THE H 4. THE G NTRACTOR SHALL BRING ERRORS ANT,`bMISSIONS WHICH 'MAY OCCUR,, .CONTRACT DO,CUMENTS'TO T11E"ATIE �I "' '1 NEARE HE'F'OOTING. OF T AR,CHITECTIN WRITING AND WRITTEN!'INSTRUCTIONS SHALL BE OBTAINEDBEFORE PROCEEDING WITH THE WORK THE CO TRACTOR WILL BEHELD RESPO SI " 'FOR THE RESULTS OF ANY R 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, ANDPAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER N 1.1YERRORS,- DISCREPANCIES OR OMISSIONS IN THE o AND COMPACT TO 95 /o-MAXIMUM DRY D CO,NITRT DOCUMENTS OF WHIC THE , NTRACTOR'.FAILED TO NOTIFYTH ARCHITECT BEFORE C R DENSITY'DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE H E CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. OF tHf WORK, �`;' �.., 5. THEARCH SHAI!��'T ICE � FONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. s OR TH F/ ILISRE OF THEsBUILD UT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. ± 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED (WHERE APPLICABLE) 6. THE S UCTL''fRAL DESIGN IS BA E @N THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING THE CONTRACTOR SHALL SOLELY BEAR THEIR FOR PROVIDING ADEQUATE STABILITYAND:SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. S I THE GENERALCONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7 DETAIL SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS " REQUIREMENTS 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH T CONTRACTOR IS TO VERIFY THE ELEVATION C I ECT(ENGINEER 10. ATIONI OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HA`'ING JURISTICTION,INr''-UDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. f COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED T PLACE THE FINISHED FLOOR ELEVATION MIN 1'-0"ABOVE THE BFE PER FLORIDA BUILDING CODE. 'GARAGES AND CARPORTS 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BEPERMITTED SEPARATELY BY ENGINEERED SHOP 1 GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER CDETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTE_ RED-TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, . BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OROTHERAPPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE„ PROTECTIVIRREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PE TROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3I8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREAT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1 TREATMENT IS IN ACCORDANCE WITH RULES AND LA S ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING TH AOR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1 MIN. 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 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/ -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN M TITUTE OF TIMBER CONSTRUCTION STANDARDS MANUAL B. NATIONAL F I EST PRODUCTS ASSOCIATION: NDS 1, NATIONA,11 DESIGN SPECIFICATIONS ( ) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATR)INSTITUTE: I. NATIONA�AESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENINEERED WOOD ASSOCIATION I: ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS k,. 2. ALL LUMBER EXPOSED TO WEATHf �, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. S 3. MINIMUM NAILING PER CHAPTER 6-WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE M11 1UM AREA SHALL BE 8 FT . SO. 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'/4" PVC SCHEDULE 40), INSULATED WITH ''/i' 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EX I MW 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 TABLE R301.2(2) AS MODIFIED BY 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 NOTEE LESSTHAN THREE COATS, Ys" 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 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. 5RCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER sTAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1: EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1l2" GOLD BOLD BRAND EXTERIOR SOFFIT BOARD IS TO 51 SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 TRMILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTI 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. W� ZP Ri E ids Reviewed for Code Compliance ® Universal Engineering Sciences rr AAN s DATE: 05 28 20 SCAT :1/4"=1'-0"' SHEET G�T JL V I a) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW LOAD DESICsN GATAGORY SPEED IMPH) TOPOGRAPHIC EFFECTSk WEAtHERINGi FROST LINE DEPTH" TERMI73 NA 160 C NA NEGLIGABLE NA I VERY HE 28 -g"' II'-0" FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL M IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 2 8° 6 0 9 -all-4 FLAME $DREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN 15 10 6 ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBG R302.1il C2tokESS H © (2) 3052-5H — — — — — — — — — — — OOM LANAI I \ EXTERIOR MASONRY ;i UINTER ICE BARRIER FLOOD a AIR MEAN LUALL BRG. HEIGHTS c )ESIGN UNDERTLAYMENT HAZARDS FREEZING ANUAL TEMP' REQUIRED'' INDEX' TEMP 42 NA SEE SURVEY NA NA '11 YN II'-4" BRG. Id 11, ,3 3.. _ r.. • s OWNER'S a 6068 srs D- 0 — — SUITE , S'-8'GLG ---- = u -- Y DINIl G € BOOM € 3 2x8 ' 0;; 4 iO� : ' 8' 0" 4'-6e�,e ;-1m"I PIT 6'-6" 4'-4" 5' • egg vA% E Kx)F V. Ill a3onl\PrIAD ,d 211 I �I(1 I� C. r NEg§,,:'::• 4fe,0z; 41,.zma:. --ep —1R-I6FI -1 N 36'x60' 5 LUR. PAN W/ ENCL In * Q eBsAci I WC. V. .b36 I e€€ 1 3 ?8 8'-8' CLG I� °� COMPONENTANOCLAD N PRE " PRESSURE E V. C.--- � — � I 1 • "� i iOPT� I ----J - it 1 -SH IR-1SH SINK 2 sb36 2'-8 ii 3' 0' Y J IR-18H e — — I ��_- LAUNDRY I IY iI n i 8'-84"G. - 1-0 5'IN -S" 2' 4' LL====� �' -8 B b36 N 0 E PAN. DEN BF �' EDROOM#4/ I °-8�v 0 3-SN --- SI CLIG. NN ' CD- U V. I N� � 2 --� a� PF RA/ II�`� I I BT3D B�CMry� .MT. 0 -8" 3'-411 I ATTIC I % L _ACCESS J OND II 11aw A)LAV. BOLLARD1AS REQ. co I I i BATHN PER SLOG. CODE GARAGE &I CLG. FM FOYER 3068 W/ 36 "X12' TRANS. ENTRY _ 16'-0" 1-all 211-411 - 39' - 8" I 8'-8' Ill BEDROOM #2 8'-8' CLG. (2) 3052-SH EGRESS V III FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE: OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE: VOLUME CALCULATIONS ON PLANS Al 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 �mvT7-r =m��[1G'..�I SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1528 50. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. III TOTAL 2362 SGQ. FT. A/C VOLUME 15-1 CU. FT.11 COYPONEWI AND CLADDNG WIND LOADS BASIC WIND EIFOSI E FOR 3 SECOND GUM OPENINGS SOUAIE ZONE 160 IMPH WIND MID FEMAR(S AND TYPE FOOTAGE MIN. WINDOW ID 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. -12 5 30/-3 CRITERIA 8l O.I-4D. 56 5 IrolO.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31.6/-38.8 -roll IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult} INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE- OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DATE W120 N 11 41I DBL. TOP PLATE BAR DETAIL A SCALE: 1/2'el'-0' I I ARCH DI B SCALE: 1/2 Reviewed for Code Compiianoe 93U soor "I5 ednfl 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937I PH: 321-802-3591 w ww. a b d es i g n gro u p. co m AA #: 0003325 F rq D3 014 rqq o 241 4 II A ' SVHDIV. 8a T- CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL 4EBB "1828-CALI" GARAGE SUITING: LEFT PAGE: FLOOR PLAN I 160 MPH EXP C ARCHITECT - STATE OF FLORIDA MAY 2 7 2020 AICHAEL C. ANDERSOI AR NO 17305 PRINT DATE: 05 28 20 SCALE: 1/4"=1' - O" SHEET I EQUAL TO CONTROL JOINT 5LDG. HGT. (TYP-) u FYPON LVI2XZ4 — EQ" FQ OR EQUIVALENT 8'-8" 5RS. HGT OPT. COACH LIGHT O'-0' FIN. FLF IIII' I -II -I I -I I_� SHINGLE ROOF FYPON 5KTIIXII OR EQUIVALENT i I UJA - - - 8'-W 5RG. HGT. 8'-8" 5RG. HGT. ------ FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: LUALL FENESTRATION FLASHING AS PER F5CR R103A 8'-8' 5R.G. HGT. 0'-0" FIN. FLR., 8'-811 5RG. HGT. - I-0" 0'-0" FIN. FLR. 1�6 16'X62' FYPON 48 DECORATIVE 45 SHUTTERS OR VA EQUIVALENT v ITYP. I 4' RAISED BAND (TYP) N N I I (p' 0" FIN. FLR. 0'-0" FIN. FLR. OFF RIDGE VENT I�6 illmiii-11 ` Iii I OFF RIDGE VENT I^ 4$ A3 TYP. i- -----�- --- ---- NLIT - -TtT - I I 0'-0".FIN. FLR. REAR ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH ----- - -------------------------------- —08 -8" ERG. HGT. 1-0 11 NT 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT -------------------- ------------------------ RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 12 6 5RG. HGT: I'-0° iri �n riwi r_i r� DECORATIVE STUCCO LOUVER DETAIL MODEL 1828-CALI-4EBg AREA OF ATTIC = 2450'SQ. FT. NET FREE VENTILATIONAREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA 2450/300 = 8.17 SQ. FT. 8.17 = 1176`SQ. IN. ; MIN. REQUIRED VENTILATION - AX 1176 IN UPPER PORTION OF ATTIC 470.4:SQ. IN.< (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138'SQ. IN. PER VENT (netfreearea) : TOTAL # OF VENTS REQUIRED 3.41 TOTAL#OFV'ENTS PROVIDED - 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Re � iaane. umve�'sw� nnc 2194 H WY A1A, SUIT 301 INDIAN HARBOUR B ACH, FLORIDA 3293 PH 321-802 35 1 www.abdesigngroup.com 8 AA #: 000332 " F w y , ' U a F ti V y O F A E: tom CREEKSIDE PHASE LOT #74 PROJECT# 04321.200 074R1' M0DET : 4EBB "1828-CALI" GARAGE S WING: LEFT PAGE: ELEVATION "D" 160 MPH EXP C ARCHITECT STATE OF FLORIDA MAY 2 7 2020 MICHAEL C. ANDERSON AR NO 17305 PPRINT DATE// 05 28 20 SCALE: 1/4"=1'-0" I, ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE �•/ 110v OUTLET 110V OUTLET la OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EOUIPED WJGRND FAUL NTERJPTER (TAMPER _ RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION .{�} WP EXT. WATERPROOF tF- 6FI OUTLET INTERRJGROUNDPT RT SWITCH SWITCH 3-WAY OPEFL Nt4 BWITC 4 4-WAY OPE12 L%1 WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT VP LED VAPOR PROOF LIGHT OO VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN 1 CFM PER SQ. FT. u VENT. FAN W/LIGHT I CFM PER ea. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'X2' FLUORESCENTAROUND LIGHTHT 2-5UL5 WRAP IU (RECESSED) FLUORES ENT WRAP A ROUND [ ...-- (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT n0 II 4' TRAGIC LIGHT H PANEL .,..... _.. METER BATT. BACK-UP u Oj'.D. SMOKE DETECTOR III/ HARDWIRE WALL MOUNTED BATT. BACK-UP SA- SMOKE DETECTOR W/ HARDWIRE BATE. BACK-UP W/ S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FRAM WALL PENDANT LIGHT NATURAL GAS rl/ OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING T60E �0 U�' p A/ DISCONNECT THIS T - TV TELEVISION JACK CEILING BOX REQUIRE O J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION a, BOX REGIUIRED TO CEILING PAN/LIGHT ACCORDANCE W/ E5 X ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION y �.4 24' INCANDESCENT LIGHT STRIP - nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INGANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES �"--' ► LIM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. - 20 AMP DEDICATED LAUNDRY CIRCUIT. - GFI a ISLAND (NOT ON KITCHEN CIRCUIT) ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL ' BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 C-M INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIBO-13 FBCR 6TH EDITION (201711 • 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 6TH ED (2011). ' ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). - ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2017. bth EDITION R404.1 METER FIELD VERIFY LOC. TEMPORARY UNDERGROUND ----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' I'-0' CEILINCa MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN -A PANEL: 6/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.43 FEEDER`3-#1 Cu THM & 146 Cu (G) in 1 12" C. OR 3-#210 AL THVVN & 146 Cu (G) In 1 1/2 C, Wire .Pole Bkr Descrtptloti Watts Circuit. Clrcult watts Description Bkr Pale Wire' _ #12 #12 1 ^2 20 Exterior Receptacle GFI for TUG Irrigation Pump .. -..—� 1200 .. 1000 1 ....3 2 4 Space Space ..._ 20.-. 5... 6 5304 A/C C.U:-1:_... 35:_... 2__. #g _..... Space 7 S PANEL -A PANEL: 42 art: breaker VOLTAGE: 1201240 V 1 Ph MAIN: 150 Amp M.L.O. FEEDER !3-#1CuTHVM1&1-#6Cu(G)in112'C OR'3-#2�OALTHVMJ&1-#6Cu(G)In11/2"C, Wire Pole Skr Description Watts 'Circuit Circuit Watts Description alrr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range. 50. 2 #6 # 12:. 1 20 MlcroWate I Hood GFI i S00' 3. 4 #12 1 20 Small Appliance 1500. 5 6 4500 Water Heater 25' 2 #10 #12 1 20 Refrigerator 1500 7 S #12 #12 1 1 20 20 Dining Roan Lights and Receptacles AFCI Bath#2 GF I Receptacles 1500 1200 9 11 tQ 12 1200 1500 D'sposal GFI Dishwasher GFI 20 1 #12 20 1 #12 #14 #14 5 1 1 15: 15s Foyer Mall Bed #2 &. $W Bath #2. Lights AFCI Living Room, Lanai Lights AFCI 900 900 _ _ 13 15 14 16 5000 Dryer GFI 30 2 #1:0 ' #14 1 1 16 Kitchen : -and Pantry Lights & Repts AFCI 900 17 : 18 IWO Washer GFI 20. 1 #12' #14 912 1 1 15 20 SD & GO AFCI Laundry./ Bed #41 Den. AM 900 1200 19 21 20 22 1000 1200 Garage Door Opener GFI Garage Lights and Receptacles GFI 20 1 1 #12 #12 20 Space 23 24 900 Owners Suite AFCI 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFl. 15 1 #14 Space 29. 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33. 34 Space. .. __. _.. Space .. .. 5pace... ....._ ..._. .. 35 ...37 .. . 36 ._ 38 ...._._ . Space Space #8 .. 2 35' A/C AHU 1 (Fleater 5 KVA at 65°h 5525. 39 40.... Space. 41 42 Space Loadsubject to demand factor calculations line 16000 '27600 Lead subject to demand factor calculations./ line Dermnd factor Calculations: ABBREVIATIONS: AFLX ARC FAULT CIRCUIT INTERRUPTER. NC: NON COINCIDENT LOAD GFI, GROUND FAULT. INTERRUPTBR Total load subject to demand factor 43600 First 10000 watts at 1000% 10000 .Remaining watts at 400k 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 54269 Total Amps (welts / 240wits) 1142.8... I � I I I f I � l\ r /I IQ — LED LED LIGHTING C DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH EDITION (201TI. LOCAL CODES, AND ALL LOCAL POLLER ANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POKER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALLpMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. is BATH 02 PROVIDE 3R/0 CU, THUN + Ni6 CU IN 2' CONDUIT OR 3 04/0 AL, T44M + 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERaANGJ 0 00MBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 15/1 0AP MCIB TELEPHONE SERVICE ENTRANCE EQUIPMENT 150 AMP 7/140 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT !TERMINAL AT LOW DING code VOLTAGE CONNECTIONS r-1 C-01.1P°"t,`JI —� I 114 CU SEIByICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION/ &I, 5/8" DIA X & FT LOS& COPPER CLAD GROUND ROD 2194 H WY A1A, SUIT!= 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 000332 W y F � I W 4 F A ti Svsl.I'V'ae t..OT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321,200 074R1 MODEL• 4EBB "1828-CALIr" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C ARCHrrECT- STATE OF FLORIDA R = MAY 2 7 2020 MICHAEL C. ANDERSOI AR NO 17305 PRINT DATE: 05 2 20 SCALE: 1/4"='1"-0" SHEET El 0 PLUMBING PLAN SCALE: 1/4 = 1'-0' 2� 2' VTR K/ 211I \� I/2" 11/2N, I \ 1 WC 1 LAV 1 AV ji-111/2'� 3' I 2' 2 3" I� 2 SH,UR 1/2' 211 WASHER rl iGITCI-INN 2, SINK W/ AUTO VENT 2jT 1/2� 11/2—��/ I I/2L j2L j I ruB LAV 2' -3' n v- 1 -,�tA0 PLUMBING RISER DIAGRAM ' TO \MAIN Reviewed tor core compliance Unm"W Engw"fi c see 2194 H WY A1A, SUITE 301 INDIAN HARBOUR'BEACH, FLORIDA 32937 PH: 321-802-: ,591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKS$DE PHASE 2 LOT # 4 PROJECT* 04321.200 74R1 MODEL: 4EB13 "1828-CALI" GARAGE S VIING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP C ARCHFECT STATE OF FLORIDA MAY 2 7 2020 IICHAEL C. ANDERSC AR NO 17305 PRINT 2028 DATE: 05 / / SCALE: 1 /4"=1' — 0 m Imo- HVAC PLAN. SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLA5 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 EQUIPMENT SCNEDULE 3.0 TONS MFG CARRIER G.U. 251-IBC536A*030* A.H.U. FX4DN(5r-)931L HEAT 5 Kill SEER 15 SEER TOTAL CAP 34800 ELECTRIC 205/230/I1=14 BRKR C.U. 35 AAU 35 REF LINES 3/4" d 3/5" wedtor Code Compkanc» Univw" EnWn"nrtg ID Sww"s 11 F W y U W O F 4 C-i W 4 F A SU'BDIV. & LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODET. 4EBB "1828-CALI" GARAGE SW31KG: LEFT PAGE: HVAC PLAN 160 MPH EXP C Dp� 05/26/20 SCALE: 1/4`•-1'-0 SHEET I PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE 5T. — PLATE TO SLAES W/ 10d MASONRY NAIL s 32' O.C. MAX FIN. FLR 2X4 TOP PLATE 156 2X4 WOOD STUDS e24' O.G. SLAB NOTE. 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ilo' O.G. OR, NOT LESS THAN 2xro, WHERE SPACED NOT MORE THAN 24" O.C- TYP. INT. WALL (NON—BRG.1 SCALE: 3/4' =1'-O' 5" DiA. SLEEVE, DO NOT CUT BOND BEAM - 50L iD GROUT W/ (1)- "5 (2) COURSE NOT CUT BOND 4M 5ARS 2A)PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON �6' OSU3. SHEATHING 5/8' GYPSUM BOARD OR is CDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD PER EL.�VATION PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE 11_O„ PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS OF R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS s 24' O.C. V CMU 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED `� . i/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR. a. a AV '. e < Q0 e o d P W/ WINDOW OPENING n a FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a ' d e a.. :d a n TYP. WALL SECTION '-' NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12, A 1—STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM SCALE: 3/4' =1' -0' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675-1 am■ 1�Rr3'.�� YAS 0a i;' PVC SLEEVE FOR GAS LINE 4' GYP. U_ SD, MC SASE 2B GAS LINE THRU BLOCK D1 SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �S' O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATS- r PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY oe- 0'-0" FIN. FLR ` t In' THICK, 7 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL L TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV_ STEEL APPROVALREa VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL IEO. CORNER BEAD 8' CMU SEE STRUCTURAL FOR IFEINFORCEMENT 2x6 P.T. UV ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL wa SEALANT t BACKER ROD UEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS (" AT?ArTNI TlnnT? TAA/fRQ SCALE: 1 1/2"=1'-0" 2X4 SFF 24' O.G. MAX. SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR — INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ` - ° N e e. e 8' CMU d AV < a e a 4 n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS A 24' O.C. 1/2' GYP. WL. BD. WOOD SASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON F61' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER _o FASTENER SCHEDULE T"P. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED y : 2x P.T. SECURED PER STRUCTURAL DETAILS < a . Y a n .. ed e n TYP. WALL SECTION L NO OPENING —STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR Nate: 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. SeiF-adhered membranes used as flashing shall comply With AAMA -111. All exterior fenestration products shall be sealed at the juncture with the Re,KewedjarCodo building Wall With a sealant complying With AAMA 800 or ASTM C920 Class 25 Grade NS �"a� ce or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or Other uovereel 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 exteind 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 U w 4 v r7 W 4 Q ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT 04321.200 074R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHrrECT.. STATE OF FLORIDA r, Y 2 7 2u°a _ MICHAEL C. ANDERSON AR NO-17305 PRINT 05 28 20 DATE: e e SCALE: 1 /4"=1' — 0" SHEET TOP: 2Xib P.T. Y CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' 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 NUTS 0 0 0 ' SECUSZE 2x4 ONE' FLAT TO BLK 9 W/ MASONRY ° NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECLLD W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. IN I g r NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS AIRE MORE STRINGENT GARAGE DOOR (I)BUCK ATTACHMENT D BCALE, 1/7'-V-0' 8' CMU )V DRYWALL 1'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK �16 W/ ' TAPCONS (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING IL DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 DAWINDOW TO BLOCK +3/4 OR +5/4 SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ Wjb TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZED560 MIN. EMBEDMENT 1 Y4') — WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: cm SECURE TO BLOCK W/2-316' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'J WITHIN 8' OF EACH END </ 18' O.G. MAX SPACING. —� 2 CMU ff DRYWALL X4' OR I'X2' P.T. NAILER Vr_lrDDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14') DOOR JAMB TO BLOCK +1-1/2" � / WINDOW TO BLOCK +1-1/2" " SCALE: N.T.S. 2X4= y SECURE TO BLOCK W/ 716' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18" O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2--{6' NON-STRUCTURAL 3if6' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU, y' DRYWALL WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-W6' z%' D.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 15' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ WW' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 )14') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6tm SECURE TO BLOCK W/2-34r,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y41) WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. __/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH3� NON-STRUCTURAL �16' TAPCON MIN- I-Y4 EMBEDMENT INTO BLOCK. 8' CMU ❑ V DRYWALL 1'X4' OR 1'X2' P.T. NAILER /—DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" �� WINDOW TO BLOCK +2 1 4" �" JSCALE: N.T.S. 2X4= SECURE TO BLOCK W/ We,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 4 MUST BE ON OUTSIDE 4 18 O.G. MAX SPACING. 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-NON-STRUCTURAL 3/fb' �i6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4')DRYWALL WITHIN 8' OF EACH END 4 1'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2X8cmm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. d-0M As NmPEP To miz a JAPE (DO NOT m=c) V) DOOR JAMB TO BLOCK +T �1 WINDOW TO BLOCK +T SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3V NON-STRUCTURAL 3(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 8' CMU Yt° DRYWALL 18' O.G. MAX SPACING. 2X8:® ❑ 1'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK W/2-3iW6' 2X SECURE TO TAPCONS(MIN. SHANK SIZE TRUCTURAL MEMBER r�,ND 145 /12�2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 1 Y4') POOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T (DO �1 WINDOW TO BLOCK +3" _ SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3fe." SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I ') Y4 8' CMU DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. I 'X4' OR I'X2" P.T. NAILER 2X8c� ❑ SECURE TO BLOCK W/1-1/4' x6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' D.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: 8HRT A8 NEEDED TO PU M JAFIe MO NOT ExcEEP Y,') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN W OF EACH END 4 ' DRYWALL 18' O.G. MAX SPACING. El OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" 1 SCALE: N.T.S. Reviewed for Code Compliance a] Universal En9ln"dnD s ft 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U W 0 F 4 r7 w 4 F A h SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #74 P3ROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA MAY 2 1 2023 kEL C. ANDEI AR NO 17305 rrcaan-■ DATE: 05/28/20 SCALE: 1/4"=1' — 0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH . 9' OJC- MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 7' O.C. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 4 1' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 7/I6' ZIP SHEATHING SYSTEM AINSTALLED PER e TO " LATH SHALL NOT GAP MIN. BE CONTINUOUS 0' TO a' 6' TO a THROUGH CONTROL MIN. JOINTS BUT SHALL MIN" BE STOPPED AND TIED AT EACH SIDE. PER ASTM Cl063 PROVIDE 2X4 BLOCKING 1.10.1A PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0475' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIOI�1� \ TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2. CREASE • PT. B 3. CREASE . PT. C SHINGLE ROOFW5 DRIP EDGE: OVERLAP 3'. EXTEND 1/8' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. O1. FOLD INWARD • PT. A 2. CREASE • FT. B FO: 411 ® I. FOLD INWARD • FT. A 2. CREASE • PT. B 3. CREASE • M. C 4- FOLD PT- C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE FLANGE L WATER TI SEAL. FOLD, 22 NI CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), IA' 2 COAT CEMENT PLASTER (CMU) WRB LAYER n, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER M, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING U¢AP OVER NAILING FLANGE, STOP WRB AFMGX. I yt' ABOVE SHMGLES (FRAME ONLY) FRAME OR CMU EXTERIOR COOFAUA1 ISIREFn SxS WALL FLASHING 0 • b KICK -OUT FLA64MCs (SEE DETAIL) z \ WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' C VERTICAL LAPS (ROLL ENDS) 4 6' w HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE f I" MIN. LAP . METAL LATH \ K X X X MIN PAPER LAP BELOW ONLY / 6' WRS LAYER''2, FORTIFIBER/ BUILDING PAPER 2 APER LAP SCALE: 1 1/2' - I'-0' 0) KIC KQ UT DETAIL a. y4v WATER TIGHT SEAL (BEND OR SOLPM DO!!-INKT JJUrdiy LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP I' M'N LATH LA=, 4OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0475-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 0' (220-MM). AS PER ASTM C1063 79.1. FOR FREPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/14OUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMIEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD`. SHEATHING - OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.( 16' MIN. LAP LAP . LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL 7/16° ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LATER 01, STUCCO WRAP (FRAME ONLY) e° THICK, 3 COAT CEMENT PLASTER (FRAME), I/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER ROOF/WALL SCREED 5'X5'I 'IL TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING- 4'x4' SELF -ADHERING: MEMBRANE FLASHING: (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4` APPROVED HOUSE WRAP. FLASHING: TO EXTEND ONTO PIPE Is OR LESS PIPE PENETRATION -: :: ;.::...;:: CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE � FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3� PIPS N.T.S. 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF `'STEP *2 LASHING EKING MEMBRANE WRB LAYER $1, - __ STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NETRATION PER SECTION R703.7 EdwW IpC1110 &A pImS1Y1p Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. TAT f L «RA1" IE DRAINAGE 1=LANE (UJRB LAVER #1, STUCCO UJRAf=) UJRB LAN�rER *2 (FORTIFI5ER ......- 5UILDING RA1='ER) 1" 1ET)4L L)4T� 4 x x x x STUCCO ; UJOOD 8a4EATHINCH OR I/16" ZIP SHEATHING SYSTEM C INSTALLED PER MANUF. SPECS.) 5ELF—ADHE51VE FLASHING-3 — — — — — — NOTE: 1"IETAL L)4T14: LAT44 TO BE f ER 5ECT1 ,(a1 R703.7.1 / 4S7"1 C-847-09, 1"1IN. 2.5 LE3 SC1Yrlgi PER SCE. 1rARD ( UT I L I TI' OR NO'I"11N)4L L)4T14 DOES NOT 1"1EET SRECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N O U (w h 0 0. U W Q EENF CF ti ilLli SVBDIV e4 LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHRECT. STATE OF FLORIDA MAY 2 7 2020 ►EL C. ANDEI AR NO 17305 `jM`&' A 0528 20 DATE: / / SCALE: 1/4" =1'-0" 1 SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER INSTALL 6' SELF -ADHERING MEMBRRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 5IDES,Y4' CAULKING ® JOINT ALL AROUND HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND DRAINACxE 1='LANE (UJRS LATER #1, STUCCO UJRAP) FRAME UJRS LAYER #2 (FORTIFIBER ...... - - 51JILDING PAPER) METAL LATH x-x-x-x STUCCO .......::..: WOOD SHEATHING OR 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO SE PER SECTION R_103.TI / ASTI" I C-047-013, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL b" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT r STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP k SIDES 1i IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &AVENT PENETRATION 1i SCALE: N.T.S. ELEG. METEf VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK— ROLL PRIOR TO ELEC. METER INSTALLATION OE —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYPLEND FOAM ,ll "� ��l'^~" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEG. METER GAN OR METER CAN COMBO OR METER CAN AND DISCONNECT JCTRICAL CONDUI PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS -I/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION T/S' TEXTURED _�/ FINISH + WOOD FASTEN TO WOOD STRUCTURAL MEMBER a l' O C. MAX S' cMU ;. Ye' TO "MID -WALL WEEP SCREED _t. "ry 6' WIDE STRIP SELF <4 ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY 76 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER MI 5T #I APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T E F #= ....... P•o.o.o . o.e.e eee. STET :'2 - WRB LAYER *1, STUCCO WRAP SELF -ADHERING: MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER 6T E f7 *'.4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Code ,ST F �5 STEM' ® nce UnWemW Engineering CJ ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Dq U 0 F 31 4 r7 Q F A h SXmDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHRECT: STATE OF FLORIDA �1aY 2 7 23l IkEL C. ANDEI AR NO 17305 DATE: 05 28 20 DATE: // SCALE: 1/4"=1'-0"' SHEET WA2 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ko�l W Ul U W O Eti 0. U r7 W 4 h A Er ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT STATE OF FLORIDA MAY 2 1 20140 MICHAEL C. ANDEI AR NO 17305 PRINT 05 28 20 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET ]LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LATER *2 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD 5NEATI41NG OR 1/163 ZIP SHEATHING SYSTEM CI STAL ED PER MANUR SPECS.) - D ESIVE OLA5NING - - - - WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE — BARRIER "2 W%6 REyvEALP SIDING 6' SELF -ADHERING — FLASHING STARTER GAL V D METAL Z' FLASHING I Y4 X 6' SIMULATED - WOOD TRIM MEMBER \ SIDING TO STUCCO C) BLOCK TO FRAME TRANSITION W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER °2 6' SELF -ADHERING FLASHING GALVO METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING LgX ' SIMULATED O6 D TRIM MEMBER .SEAL GAP W/CAULKING OR APPROVED SEALANT n Reviewed for Code Compliance Universal Engineering L=. .8 sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ng rou p. com AA #: 0003325 0 X sVBDay. 8e LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHVECT STATE OF FLORIDA KAY 2 1 2020 4EL C. ANDEI AR NO 17305 "` &Nl ` DATE: 05 28 20 SCALE: 1/4"=V-0" SHEET i 2x(v SUB -BAND W/1 "x4" NOTCH a END, WRAPPED PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH 'a WOOD 1/2" TEXTURED FINISH a CMU BE 1� I� II I � I � 1 � METAL FASCIA WRAP Ya" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1� N, NOTE: NOTCH FOR 2X(a N, SUB BAND ONLY LAN A 1 METAL F/ 2X6 SUB EO —ROOF KICK OUT REMOVED 1\ FOR CLARITY --ROOF DECK (BEYOND) \ \ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 11/8" TEXTURED FINISH 6 /WOOD, 1/2" TEXTURED FINISH m CMU '-, 2x& SUB -BAND W/1"x4" NOTCH g END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB SAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU UJRB LAYER *I, STUCCO WRAID (FRAME ONLY) WRB LAYER w2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE t* IANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT -a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m' SCABBED TO TRUSS W/126 NAILS roll-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL QP WALL SUB BAND DETAIL ® WALL W/KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY 11x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK mewed for CodeC *ROOF CEMENT a ® canra� . ROOF EDGE Universeaennp OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N U w 0 Q w 0 F A SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE STnNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP C ARCHFECT: STATE OF FLORIDA I`•IM 2 1 23213 EL C. ANDEI kR NO 17305 PRINT 2028 DATE: 05 / / SCALE: 1/4"=1'-0°' SKEET A6 �? 28,_B„ 3'-4" 15'-10" 3 11' 0" 9'_8„ c • —FM X18 — 1 FM 12X12 0I f 4" CONC. co CA o ~LLI SLAB wa LLN I 00 OW 17-24X24� *-3 1/2 Vi a LL 1'-0" 10,luli_0„ 11 f,1 z I EXTEND FM-12X18 �• 1- -1 U = SLAB 1 1/2" O 1 IEl 1.1 co 0101, 'I{ V TOP OF N ti SLAB O 100 M I _ X LL I. j I I G.i El 04 U- Ln I ,� 5�_0,� 1 15,_819,_0„ Lo —�.. _. 4" PVC ( ' - CHASE,_-9- 0 1 TE_1 � 1.1 4" N CO C N L SLAB I L 0 ° -5 1/2 i' I' Si I, 41' �I 0� _,-0„ 17, 8 2 _8" I 41 I ' TOP OF - - — [,, m SLAB c0 3'-6" F N - N co ',. I ' X 1- f'I ..III W W EXTEND 1 — — — ❑ 2 SLAB 1 1/21' 1.7 ao 1.1 FM-12X18 m I` 4" CONC.I x ,� N la W SLAB 19 N � �O � 3 112 � J 71/2 2 w --- -ai- o 1.1 1 1 FMC=12X18 FM-12X18 FMC-12X18 L 1.1 FM-12X18 1.7 J - - - - - G<� �1 4 4 2'_8„ 16_0" 2' 8' 3._10„ 10,_2" 21 -4" 4'-4' 14'-0„ �.,I - - - — --- --- 3 i' 1 FOUNDATION PLAN F SCALE: 114„ = 11_011 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 NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.1113INDICATED #5 BARMINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'M = 1,500 PSI, TYPE I'M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI) UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL 66EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1AxW1.4OVER GENERAL 3 11Z' 6 MIL VAPOR COMPACTED FILL BARRIER -------------- FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T. O F. SHORT LONG TE-1 8" SEE PLAN 101, s (+)0 0 FM-12x12 12' CONTINUOUS 12" (2) #5's - + 0 0 FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0 0' FM-16xl8 16" CONTINUOUS 18" (2) #5's _ FMC-12x18 12" CONTINUOUS 18" (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" s s (-)0"-4" SECURE STRAP TO A/C SIMPSON WB GONG. W/ UNIT ROLL STRAP (2)-3/16'X2" OR EQUAL Is TAP -CONS E EACH CORNER OF UNIT GONG. /11FSECURE STRAP TO SLAB UNITS W/ (2) e8x1 1/4 SPIT MTL $CREWS A/C CONNECTION TO PAD DETAIL. Reviewed for Code Compliance Universal Engineering Soienae 0 era ce h I Qn Q� W m U V IL a OElf U) ion O M e EXT. PORCH SLAB �r W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL ° TOP OF a. ° SEE SLAB SCHEDULE d a 4" CHAMFER (1-STORY) a 6" CHAMFER (2-STORY) i • ' SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=l'-0" 0 M BOLLARD LA\Nd LATE A MIN. OF 48" AN/ 16d COMMON NAWS, 4" O/C BTM. LAR OVER STUD2x4WOO EARING - WAP No 2 UDS SEE PLASPACING. INGLE BTTO BE PT.PRL. TOP PLAT 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC G RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. ZONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE z SEE SCHEDULE FOR V1/xE BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) z t STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 74 mLuLu EL I K Q O ! 8' CMU WALL p Z M +-C TOP OF SI _VAR SEE SLAB SCHEDULE TOP OF GARA EXT. PORCH SLAB —4" CHAMFER (1-STORY) W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE 0.4 ---SEE SCHEDULE APPLICABLE) z d FOR WXD, BAR SIZE AND BAR QUANTITY' 'ry OR MONO -FOOTING (DEXTER SCALE:3/4"=1°-0" lgGARAGE W Ir - J Q J Q t] 2 Of m I 2 0 v 4" Z W J O NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANE SPECIFICATIONS FOR USE AND PREPARATION OF HOLE, O} Q- 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS C =a� - mus 0 Dal • C G ° ° e Z : ' SEE SLAB SCHEDULE g d • "ISOLATED" COLUMN PAD co CENTERED UNDER WALL AND r - POURED MONOLITHICALLY WITH + - • FOUNDATION AND SLAB ° d SEE SCH ULE • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO - ri OOTING AND COL. P crn .ern n_.n, 30" MIN. EACH WAY FOOTING � s v: FM o . I CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH ° • ' '$ ? WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I" CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS); LINO MONOLITHIC FOUNDATION f' r)pKIGI? ROQC nI TAII AP TOP PLATE A MIN OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL WJSYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPN4 OR SPH6 - BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2 COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x,3" + 0' 0„ SCALE: 3/4"=V-0 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO ING R PLATE TO SLAB W/ 1/ x DGEANCHORW/2" R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC _.O�\ AV SLAB SCHEDULE TOP OF SLAB ° d , n. :a e � d • 6 a •.A EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE' 3/4"=l'-0" (W/ UPLIFT) POURED LINTEL CONT. (TYP.) +- D'-p- 8" CMU FILLED CELL (TYP.) u 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION ' ' / SCALE:3/4"=V-0" L dJ J � W W W = U) co RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" FOR NRY SET EV: LAP TOP PLATE A MIN: OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/CBTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. � SEE,SLAB SCHEDULE 0" OF SLAB 4 4 e EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) plWIM. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouP.c m AA #: 0003325 W y U N 13 F RR V Cl O F q sumirv. 8e LOT; !: CREEKSIDE PHASE 2 LOT #74 PROJECT# m 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP `a ARCHn'ECT- STATE OF FLORIDA MAY 2 7 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 05 28 20 SCALE: 1/4"=1' - 0" SHEET S1.IA N V N 0 �'-4- DOWEL PLAN SCALE: 1/4" = 1'-0" $,_2" v Lo N W O V W r M N fO N O (V M cV OD ih v L? r` v Y 10'-6" Reviewed br code Complianoe Universal Englneadng scone s MMMMMIR ARCHITECT: STATE OF FLORIDA MAY 2 7 2020 ICHAEL C. ANDERSOP AR NO 17305 PRINT DATE: 05 29 20 SCALE: 1/4"=1'-0" SHEET S1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. a Z d a a • °. cV • d .d • .a a A. a Z_� O MU HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" CLEAN OUT REQUIRED FOR INSPECTION OL 0'-0"FIN. FLR. TIE ERTICACREBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL o ISL 0F_ + M Y 0, 0„ a ° TOPOF�SLAB q'. "..? .• a '4 TOPOFSLAB q ° ' a • a a ° SEE SLAB SCHEDULE Z ¢ d - " a • as d a •- EXT. PORCH SLAB W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z_ a MATCH STEEL 6" PVC CHASE REINFORCEMENT iv PER SCHEDULE THRU FOOTING ° a p . ad a. °. co 0 a. ° 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE � PER SCHEDULE AND BAR QUANTITY PVC (LHASE THRQ FOOTING SCALE: 3/4"=1'-0., BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS [0- 00 • CMU UNIT DIMENSIONS ARE NOMINAL SIZES t!l ro a MASONRY SYMBOLS3 SCALE' 3/4"=l'-0" Reviewed fwCo&, ED Cw UfeVeP w Engm"wx smwxm 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rq rn a o� U k E~. V rn 4 F A I 0 X W �SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT#' 04321.200 074R1 MODEL: 4EBB "1828—CALI"' .I GARAGE SWING: LEFT - -I SAGE: e DETAILS F { r.; 1 160 MPH EXP C ARCHrrECT-. STATE OF FLORIDA MAY 2 7 2023 . MICHAEL C. ANDERSONk' AR NO 17305 M'Br Di7 05/28/20 SCALE: 1/4"=f-0" SHEET S1. 2 ��[�|�� //�x`�onn/n��n��,�~�� 1.U.N.O.ALL STRAPS FOR ROOF TRUSSES TO8E CONCRETE TOWOOD ROOF: S|MPGONHETA18NV(9)1Odx11/2"HDGNAILS. CONCRETE TO WOOD FLOOR: � S|WYPS0NLTA2NV/8\1Udxll/2"HDGNAILS, WOOD TOWOOD: S|MPSONH1OADRLGT2NV1Udx11/2"HDGNAILS, FILL ALL HOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |3TU8EPER FASTENER SCHEDULE 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL 86PER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'O1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE T{)BEGALVANIZED, 5 LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE. CONNECTERS ARE T0BEGALVANIZED. 5,LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCA3T~CRETE CONCRETE LINTELS. U.BOTTOM OFLINTELS ARE TOBEPLACED ATTOPOFWINDOW, DOOR AND CLEAR SPAN OPENINGS, 7 LINTELS SHALL HAVE 4''NOMINAL BEARING (4')� D.THETRUSSPRAK�|NGSHOVVN|SSCHEK�AT|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 REV|EVVAND ' APPROVAL. 9 PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS OFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X'ZF.POWDER ACCTUATED FASTENER, ZF72P8S3G.177',x27/8''LONG, WITH WASHER @18"[).C. l0.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME 0NEACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12.ALL ELEVATIONS ARE REFERENCED FROM 0'-0'''FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRR= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL T.O.A. =TOP OF ARCH/ T.O.S =TOP OF SLAB ABBREVIATIONS E.E. EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT,,T.O. = THROUGHOUT REINFORCEMENT STIRRUPS f'c SIZE MARK DESCRIPTION REMARKS BTM. TOP MID SIZE SPACING SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT m go low Is" 2423 3127 4WD M — (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - ALL VALUES TAKEN FROMSAFE LOAD TABLES' BY CASTCRETE MAY 2D15 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTAU.EID PER MANUFACTURES SPECIFICATIONS ' � -CREnE SAFE LOAD TABLESSAFE LATERAL LOADS FOR �SAFE �SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS � THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40FIELD ADDED REBAK. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF VWNDOW OPENING ^l � �� | | � �� B��«I' � LL UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP fD GT L j 16��mm��m�� / LIFT BEAM �� U ^U � U �� \� |� �� LA N Rwowed for Code Compliance ID Sconow 2194 HWY AiA,SUITE 391 FLORIDAINDIAN HARBOUR BEACH, 32837 9M:321-8O2'3591 wwvx$bdesigRgrOup.cVhn rmq 01 EL C. ANDEI 17305 AR NO ��/�� "�� ~~x�� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND SEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL 1 I, #5 BAR IN BOND BEAM 1 CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" 06 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM �01 1#5 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 MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 1#5 TOP OF THE LINTEL. g 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP,' P�gcG��R�c 8x8 BOND BEAM W/ (1) #5 BAR F =FILLED W/ GROUT U =UNFILLED GROUT SOLID FR NOMINAL LINTEL TO TOP O \IVJ WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE 16-1 T/1 M/0B 8x8 PRE -CAST CC LINTEL W/ PgS��F�P NOMINAL�� - LENGTHOF BARI $P HEIGHT #OF#5'S,TOP OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - lT/1M/OB INDICATES A. DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CC .AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOB AND XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST <3164� WINDOW SILL z a. M -OPE TYPICAL MASONRY WINDOW (ZII I r_0Kl TRIIC-TlOr\l PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 - PCON ORDRIVE PIN (MIN S K'SIZE 145 MIN HEAD SIZE. MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (M SHANK. SIZE.145 MIN SIZE .300 MIN EMBEDMIN 114") 8" FROM EACH END AYD 18" O.C. MAX MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL J 12X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN 2 12d PER BLK EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR SIDE STEEL REINF. OF ON EA LEVATION BOND. BEAM CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE 3/4' IDvlewed for C A= rie cv'"oar� Urtiwrselo� ng 2194 H WY A1A, SUI E 301 INDIAN HARBOUR B ACH, FLORIDA 3293 PH: 321-802-35 1 www.abdesigngrou .com AA #: 000332 W477" 0 X a iJBDIV. 8e T: CREEKSH E PHASE 2 LOT #7 PROJECT# 0432I.200 A 4RI MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAIL 160 MPH EXP C ARCHITEO") CT: STATE OF FLORIDA / 11J /// . MAY 2 1 4210 iAEL C. ANDERSON AR NO 17305 DATE: 05/2 /20 SCALE: 1/4"=1'- 0" SHEET 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: SIMP80N H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED: 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOPOF WINDOW, DOORAND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 13. 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 TRUSS MANUFA RER / ENGINEER NOTES: 1. ROOF GIRDERS W/ L PLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT 2X4 BLOCKING BETWEEN TRUSSES 24" O.0 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TOE NAILED TO ADJACENT TRUSSES W/ (2) l6d TRUSS CONNECTIONS COMMON NAILS & SECURE TO BM: W/ 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. y_ - SIMPSON LTA2 USED TO BRACE TOP OF WALL. MAINTAIN AT LEAST B' FROM THE CENTER OF THE COLUMN. �i N3 IIII 1II1 I1I1 IIII 11 �' ) IIII I1 uI IuI IIII = _--` 11 ck ,il.,lC1E-Ill""' ROM A EN GIRDERlTRUSS TRUSSES U/2X4 C.3 II II II II II II II II 11 II 1 1 g II II AAl HOOTTOM BOTTOM CRD3.161 CHORD ATH 4 O' GIL2SxJC,AB TS�10dAOCJ5S(4' 1AC.6 , .2x4 SCAB NAILETO \— DIAGONAL TRUSS BOTTOM END JACK BRACING BOTTOM CHORD W/MIN (4 10d CHORD BRACING WHERE APPLICABLE NAILSFOREAC - CHORD CONNECTION DISSIMILAR BOTTOM (CHORD BRACING @ END ',. !I KALE: N.TE TRUSSES W/2X4 III GIRDER/TRUSS BOTTOM CHORD W(2X6 BOTTOM CHORD WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND I�/I DIAGONAL -/ ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE I/j�11 BRACING/BOTTOM THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. CHORD BRACING TRUSS BOTTOM CHOWIMIN (4) 10d NAILS RI FOR EACH CHORD IL, CONNECTION BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE 01/27/2020 MITek USP SIMPSON MFFek USP : SIMPSON DES. UPLIFT GRAVITY DES UPLIFT .GRAVITY FASTENER FASTENER HTA 16 18 1625 META-16 1450 IS) 10d X 11/2" 1-PLY, (7116d 2-PLY, EMBED 4" (8)10d x 1 E/2 1-PLY, (6)16d L PLY. EMBED 4 (2) HTA 16-19 2430 (2) META-16 1985 (12)10dx 11/2" 1-PLY, EMBED 4" (10)10d x 1/2" 1-PLY, EMBEDS" HTA 16 1870 HETA-16 1810 (10)10dX 11/2', (8) 16d 2-PLY, EMBED 4" (9)10d x 1 h/2" 1-PLY, (8)16d2-PLY, EMBED 4 HTA 20 1870 HETA-20 1810 (10)10d x 11/2", (8)16d 2-PLY; EMBED 4" (9)10d x 1 �12" 1-PLY, (8) 16d 2-PLY, EMBED 4' (2)HTA-20 2430 (2) IT ETA-20 2035 (12) 10d x 1.1/2', 1-PLY, EMBED 4' (10)10d x 11/2" 1-PLY, EMBED 4" 2500 1 (10)16d 2-PLY, EMBED 4" (12)16d 2-ply, EMBED 4" LUGT-2 1611 LG -1 1885 BLK (5) 1/4 x 3" Wedl lclt+Anchors, WOOD 116)1Ud (7) - 1/4". x.21/4' TITEN, WOOD (16)16d LUG7-3 3380 LG73-SDS2.5 3480 CONC (4) 3/8 X 5" Wedge. Bolt+Anchors, WOOD (12) WS25 (12) SUS ifs "x3"TO GIRDER, (4) 3/8"x 5 AFTER HD TO WALL DHTA-20 2430 DETAL-20 2480 (I6) IOdx 11/2, 1 PLY ALTERNATE USE OF(2)HTA-20 ACCEPTABLE (18)-10d 11/2, 1 PLY ALTERNATE USE OF (2) HETA420 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (11 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) SUd TOWDODI (1)5/8"A..R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) IOd TO WOOD HUGT2+ 9575 HGT-2+. 10690 WOOD(BI 10d; MASONRY (213/4"ATR (2)3/4"A..R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (16) IOd TO WOOD HUG73+ 9860 HGT3+ 10690 WOOD (8) 10d; MASONRY (2), 3/4"ATR (2)3/4 A R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (16) lOd TO WOOD LPTA 1 510 PARALLEL TO WALL 14]PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10)10d x 11/2" (10)10dx I 112 MUGT15 394 VGT 4940 (1),5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EM BED), (4) 10d TOP/I6)10d FACE/(12) 10d BACK OF TRUSS (1)5/8 A R IN HIGH STRENGTH (EPDXY (MIN. 12" EMBED), (16) SD51/S'xT HUGT 1712 (2)VGT 7185 (2)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2)5/8 A R IN HIGH STRENGTH EPDXY (MIN. 12 EMBED),(32) SD51/4x3 MTW 12 965 MTS-12 990 (14)10d x 11/2", (14) IOd (14)10d X 1/2" HTW 16 1355 HTS-16 1310 (16)10d X 11/2", 116)10d (16)10d % 1/2" HTW 20 1355 HTS-20 1310 (24)10d X 11/2", (20) 10d - (24)10dX 1/2" HTW 24 1355 HTS-24 1310 (24)10d X 11/2", (20)10d (24)10d x 1/2" LSTA 12 ++ 930 LSTA-12++ 925 (1D) IOd (10)10d 1235 LSTA-18++ 1235 (14110d 114)1od + 1310 MSTA-18++ 1315 (14)10d (14)10d+ 1640 MSTA-24++ 1640 (18)l0d (18)lOd + 2065 .MSTA-30 ++ 2050 (22) 10d (22)10d + N 2065 MSTA-36++ 2050 (26)10d (26)10d 2765 MST((-3G 3800 (36) 10d %11/2' (36) lOd X 1(25105 MSTI-48 5070 (48)10dX 11/2" (48)10dX 1/2980. H6 1055 (16)Sd x 11/2", (16) 8d) (8) ed TO PATES, (8J 8d TO STUDS SPT4 875 SP4 825 (6)10d TO STUDS (6)10d.TO PLATE ICI (6) IOd x 1112"TO STUDS M P34 525 IN El @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) Rd x 11/2 TO POST. (4) 8d x 11 2" TO BEAM, (4) 8A x 11/2 TO POST HHCP2 680 HCP2 590 (10)10dx 11/2" TO TO USS,(10) IDd%11/2"TO.PLATE 112110d % 1/2" - RT16A I= H10A 1040 (9)10d x 11/2' TO TRUSS, (8) 10d X 11/2" TO PLATE (18)10d % 1/2.' MUGT15&PHD4A 4175 VGT&HDU4 4940 (28)lOd TO TRUSS, (10) W53 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-SD51/1x3"TO WOOD,(10FSDS.1/Ax21/2".W/ THREADED ROD, (2) N UTS/WASHER/2 PLY MUGT15&PHp4A 4175 VGT&HD78 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO: POST W/5/8"THREADED ROD (16)-SDS ll"x3"TO WOOD 13)3/4"STUD BOLTS W/THREADED ROD,(21 NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 750 7.R (1)5/8" A.T.R. IN HIGH 5 T ENGTH EPDXY MIN. 7" EMBED ,( ) NCONC, (12)ltid TO WOAD (1).5/8 A.I.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED )INCONC., (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 CONC., (12)16d TO WOOD - (1) 5/8A.I.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC, (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1310 (1) 3/4" A.T.R. I N HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC.,(8)IOd TO WOOD T)3/4p..R. IN HIGH STRFNGTH EPDXY, (MIN, 7" EMBED.) IN CONC,(S)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC.,(10)lod xll/2 TO WOOD (1)1/2 A R IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED) iN CONC.,(10) 10d TO WOOD H1T45 4160 HTT4 4455 15{8 A.T.R.A.T. R. IN HIGH STRENGTH MIN. 7"EMBFD)IN CONE., 181(,d%27. 2"I O ) / (S)5/8 A R IN HIGH STRFNGTH EPDXY (MIN. 7 EMREO,) IN CONIC.,(26) 16d X 21/2' HTT45 SODS HITS 5090 (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONC.,(26) 16d X 21/2"I, (1)SIB" A R. IN HIGH STRENGTH EPDXY (MIN. 7 EMBED,) IN CONC,(26) 16d X 21/2" HPHD11+ 14395 25DQ11-SDS 11910 (1)1" A.T.fl. IN HIGH STRENGTH EPDXY, (MIN. 30" EMBED) IN CONG, (24) WS3 WOOD ,CREWS (1) 1" A.T.R IN HIGH STRENGTH EPDXY, ((MIN 10 EMBED.) IN CONE, (24) SDS'A" x n" WOOD SCREWS PHD5A 6525 HD76 6645 (1)5/8"A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONE(14) WS3 WOOD SCEWS (1)7/SA HI IN GH STRENGTH EPDXV(MIN.7"EM�BED),IN CONC., (3) 3/4" STUD%OLTSTO WOOD 7DX8 7870 (1) 7/8" A.B.: IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE (3) //8" STUD BOLTS TU W000 i I. NFM35X12U 2590 7130 MBHA 3.56/1125 3475 5330 (1)1/2- I -BOLT W MIN 6' EMBED & NOT LESS -THAN 4"FROM EDGE OF CON( W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQW/MIN S"EMBED INSTALLED IN FACE ..(14)lOd ATIOIST (1) 3/4 ATR EPDXY,(MI IN HIGH STRENGTH EPDXY (MIN 6:]5I".EMBEDMENT) IN CM-U. TOP, III 3/4" A.T.R IN HIGH STRENGTH 675"EMBEDMENT) INLM.U. FACE,(18) SOd TO BEAM HUS4121F 3615 27101100%) HUSC412 (WOOD) WOOD 3435 2635(IM%) 3220 (134%) (10116d TO HEADER(10) 16d TO WOOD (1Uj 1GdT HEADER, (10}16d TO WOOD 3325(125%) HD4101F (CMU( 1950 3080 HUC410 (EMU) 1800 45L18 WOODS P( 'W535C'TAP (10)10)TO WOOD USP (20) 53 TAPPER (10) 10d TO WOOD (18)1/4 x 2 3(4 TITEN (9 PER FLANGE) 70 EMU, (10) lOd TO WOCjB,, Qb H0210-21F(CMU) 1950 3080 HUC210-2 (CMU) 180D 45F� (18)1/4 x 3 'WS3 SCREWS, (10) 10dTO WOOD. USP(20)3/16 TAPPER+,(10) 10d TO WOOD (18)1/4 x 3/4 TITEN(9 PER FLANGE)TO CMU, (IQ)lOd TO Wq®B: HD21031F (CMU) - 2795 5015 HUC210-3 (CMU( 1800 4560 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16 TAPPER, (10) 10d TO WOOD ( (16) 1/ 4 x 2 )TO CMU, 10 3j4': TITER I9 PER ( )�10d TO W00®, LGUM2G-2 2125 6D55 LGUM26-2-SD 1430 5595 (4)3/8"X4". Wedge Bolt+ Anchors, WOOD (4) WS3 WOODSCREWS (4)3/8 x4 1 ITEN HD.ANCHORS (YPER FLANGE)TO CMU, (4)1/4X$4/25D5 SCREWSTO WOOD iFO 1 �1 Me W pT FRAMING PLAN SCALE: 1/4" _ 'l'-O" 1A 1A 2194 HWY A1A; SUI rE 301 INDIAN HARBOUR EEACH, FLORIDA 32937 PH: 321-802-35 1 www.abdesigngroup.com AA #: 000332 0 r7 I � O 0. O W A AIL 0 I I I ggReviewed IOF Code ,^.__,,...oµaQllce Unive ENGINEERED WOOD TRUSSES— �— PLYWOOD SHEATHING, SEE @ 24" O/C, (SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 1" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM2# 1100 0 /10IFT1 d TO (12) SIMPSON NAILSHETATO TRUSS TRUSS WITH SHEATHING GIRDER. ANCHOR WITH NOTE: A PT SYP #2 2" x4", TRUSS W/10) 1/ "x ROOFNVALUFLOOR TRUSS AN TRUSS AND (4) 1/4" x 2 1/4" z FASTENER SCHEDULE"' NAILS 70 6", 8" x 4'-0" MAY BEADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND PROVIDE 5" W/ 10d NAILS, 2 ROWS; 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH MINIMUM JT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2)SIMPSON (16) 10d x 3 4" NAILS TO GIRDER AND NOTE: A PT SYP #2 2" x4", CONJUNCTION WITH ACCOMMODATE GIRDER EMBEDMENT. HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 I" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 2 1/4" ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3) 16d ' 4" x 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 24" O/C, (2) Z' x 5" TITEN HD TO CMU AND (18) SDS 4" x GALV. COMMON NAILS SUBMIT S@ 1x2, 2x WOOD FASCIA 3" TO GIRDER HOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) z' x 5'TITEN HD TO CMU AND (18) SDS 4" x 3" lx2 SECURED W/ 10d /MASO\IRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT ='3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2, PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1C SCALE 3/4"=V-0' Yf�ICAL ROOF 3 SCALE,3/4"=V-0" GIRDER CONNECTOR(S) SSS-GI-R-DERSCALE:3/4"=V-0" 'CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30 -0" (1) "X" BRACE G 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE L 'X" BRACE ()@ '.."X" BRACE DIVIDED TO BLK W/ 112" DIA. O ANCHOR. BOLT W/ 2" " 6' MAX W/1X4 FROM CENTER TO END. 0 ( ) WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" �~ SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1 x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" a'BRACING. SEE STIFFBACK (ASPER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ ' N 0 U a MAY NOT BE (2) 1 Od s @ EACH TRUSS f` >- REQUIRED TO BE INSTALLED d I— II � ,� I ! 10'-0 O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. k 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN /� COMMON NAILS AT EACH CHORD 7 BLOCK WALL W/ GABLE END INTERSECTION TYP. G BTM. CHORD BRACING r PRE-ENG'D TRUSS SCALE:3/4"=V-0" 4 NOT USED NOTCH DEPTH 1/4*D � HOLE EDGE >518" I' HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/30F SPAN ONLY HO BTM. PLATE STUD NOTCHING K-� AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD 10 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS R C tw Code owwo ® Scwrpw 2194 H WY A1A, SI INDIAN HARBOUR FLORIDA 32E PH: 321-802-9 www.abdesigngrc AA #: 00033 W U W O F 0. 4 F A DATE ;SATE:: P 05 2 20 SCAT : 1/4" =�1t-0'l I! SHEET S3. 1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 PT_ PLATE W/ 12d's 8" O.C. MAX J 0 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT- 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" Ror coda g3UrdaviCw�'amfM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ems, W U W O 4 v y W 4 F A C: ti SLJBDIV. & LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHfTECT. STATE OF FLORIDA MAY 2 7 20910 1EL C. ANDEI AR NO T7305 DATE:: 05 28 20 SCALE: 1/4"=1' - 0" SHEET 3 . I B 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 Not SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA_ 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30--0" (1) X' BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA — CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE i-� W/ HIP RETURN SCALE: 3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA Akin c' n-� r PRE-ENGINEERL_� VALLEY TRUSS CONNECTION SCALE: N.T.S. n Reviewed for Code Compliance ®Universal Engineering &cwncee 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W V3 Chi W 0 F 0. U 01 W Q F A $vsDiV. & LOT: CREEKSIDE PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHrrECT- STATE OF FLORIDA Atz,, f ",AY 2 2 F � l MICHAEL C. ANDERS( AR NO 17305 PRINT DATE: 05 28 20 SCALE: 1/4"'=1' — 0" SHEET S3eIC GABLE - END ter' HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF; USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF: SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q�, Z uJ .......... LU Y @ Z = U O V :n Q U)z z co Z LU z Q U LL W Y @ Z Z 2 U Q Q(j U) O Z YZ fn @ 2 LU z. YI� Do 0 z LEIU@@ �. Jj v 2 U1- CJ 0 Z 00 LU CID � z a 01) n TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. I U tlt S I KUU I UKAL UKAUL) C8d RING SHANK GUN NAILS @ 12" O.C.IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O:fijN FIELD J\ , V GENER& NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM 033 MAXIMUM AGGREGATE SIZE SHALL BE 314" STRUCTU iAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED: CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN - ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34'. ALL. WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES; BRACING,LEDGERS, BLOCKING, ACI 318- 1 BUILDING CODE IRE REQUIREMENTS Q CRIPPLERS SILLSETC. SHALL BE SOUTHERN PINE NO. 2 OR - BETTER. Fb - 1100 PSI AND AMODULUS OF M FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF MEMBRANE UNDER ALL LABS -ON -GROUND WHERE INDICATED ON POLYETHYLENE VAPOR BARRIER MEMB S PROVIDE6-MIL CONTINUOUSELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF ABORATE PRESERVATIVE TREATMENT: DISODIUM �I ALL DETAII LS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED. TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF.0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A. DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,. I '. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE. FORM -WORK. CONTAINS MORE. THAN %" OF HEARTWOOD. ALL DIME SIONS.AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOTSCALE THE DRAWIN FOLLOW wRITTLN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 THE STR CTURE 18 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ', UNTREATED WOOD SHALL NOT BE IN DIRECT. CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUEN ES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING E ECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPOR RY BRACING GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL. DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CON RACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFPA. SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E FLORIDA.TRUSS E NOTED SEALED BY A PROFESSIONAL ENGINEER REGISTERED INIDA SEE NOTED FOR SHOP DRAWINGS. 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 TO WORK PERFORMED AND.'SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM.A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE .60IN MASONRY DEFORMED BARS, .FREE .FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI V ROOF: LIVE LOAD . FLOOR: LIVE LOAD 40 psf AND VERTICALBARS SHALL LAP 6 x BAR NO: UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S : COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE A5 FOLLOWS #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER VVILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 15 psf TOP CHORD 20 psf TOP CHORD- (7 psf w/ ASPHALT SHINGLES (10.psfw/ No ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT .BALCONY LIVE LOAD 60psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf : WINDDEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017). EXPOSURE. C, RISK CATEGORY II INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.', DETERMINATIONS,. FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE; 0psf,ATTI 20psf, HABITABLE ATTICS ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WIT FIXEUNIND STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL.BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DEC ,'}j 5: 40psf, :GUARDS'' AND HANDRAILS: p A 200psf, GUARD COMPONENTS:50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. .RECORD PRIOR MANUFACTURE STRUCTURAL ENGINEER OF TO MANUFACT _ OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE OFILL GARAGES 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40p5f, SLEEPING ROOMS 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION aapsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND. MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP RAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL. BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS : THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIA ICE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETQ. E ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR BLOCK THE TRUSS. TO STRUCTURE. CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHO DRAWINGS SHALL. BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ANCE WITELLH K SHALL MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm- 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSUTRES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWING SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT HE 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 -- DOCUME TS 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 Y THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEPLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNPATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FORAM ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED. TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1 557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING. TO MEET THE GEO-TECHNICALENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM ESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE YTHEGEOTECH.ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONE ETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN. INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500; GRADE B, 2,50b PSI REGULAR WEIGHT FORFOOTINGSANDSLAB-ON-GRADE Fy = 46 ksi. STRUCTURAL PIPE SHALL BEASTM-53, GRADE B, TYPE E OR S; Fy = 35 ksi. TUBE AND PIPE 3,00p PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. I ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR CONCRETE SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO PLACEMENT, CONCRETE SLUMP'. SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER: OTHER BOLTS. SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE HALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETEfICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES.. IF FOR ANY REASON THERE IS A .. DELAY IN SUCH THAT A BATCH: IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL '.NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS ' A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1 1/2" FOR #5 AND SMALLER 2' FOR #6 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS; WALLS AND JOISTS - 1-1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES,STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS' APPLICATION SIZE TYPE SPACING REMARKS lx2 PT FURRING TO CASE HARDENED COIL 8 O/C : GARAGE DOOR BUCK 114 DIA. TAPCON MASONRY 1 112" EMBED., 4" END DIST., MASONRY! CONC. NAIL 1 112" LONG TO MASONRY/CONE NO WASHER FASTENER 8" O/C 1 W" EDGE DIST SGD,. AL. EXT. DOORS CASE HARDENED COIL 9" O/c WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/21 CIA WI 4" EMBED., 4 END DIST. I 1xPT, SEE NOTE NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/GONG TO MASONRY/GONG. WASHER EXPANSION BOLT 24" OfC 3" EDGE DIST. I WINDOW BUCK CASE HARDENED COIL 91,Olc WINDOW/DOORI FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR. SPACING ix PT, SEE NOTE NAIL VZ'LONG STAGGERED INTO MASONRYICONC. MASONRY/CONC.. REQUIREMENTS .REQUIREMENTS fl �:V VO/C J £XT. SWING DOOR (2) 3/16"DIA. °TAPCON' 1 4/2" EMBED. 8".END. NOWBEARING WOOD 1/2 EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18" 01C. DIST.. 1412" EDGE DIST. WALL TO CONC. SLAB WI WASHER 22441,, BOLT DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' PAP x 2118" 8"O/ 4" END. DIST, 1',112" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND lOR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED J 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL @E THE STRICTER. REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W! TAPCONS OR FAF TO THE SUBSTRATE. Reviewed for Code Compliance Universal EngmeemW 19 SCKUKes 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937° PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W D2 W U rq O F 0. CD7 rq Q F A E; { "Al STJBDIV. 8e LOT: CREEKSIDE f PHASE 2 LOT #74 PROJECT# 04321.200 074R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS ', 160 MPH EXP C j ARCH11TECT. "".;ATE OF FLORIDA MAY 2 7 2020 IICHAEL C. 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ANDERSON F 1Q4O 17313 E €14�4" x 2ft ;<tad+lre55 ">tt?el ar E L .l`« Panelr£aa ti:` 4y@'tl4 nvsnlrnt+Fn exnhetlment 1 tea,+�$a in Crete s FY asUrirV 2 1vF7" ruin, edge Fdd tadirP, 1211 o/c. Fas£Fx.: spacing. Can be {readeF ueiFwaenwrieueer 4 trF€cane F efs Hur++cane ftrxna i 5' span or more panel # rG, ?screw or all Y}ive3p but usth aoiaag Ftvta, N/A" � 2€i f'`z'f Reviewed for Code i�RiTi�i• d Compliance "D,p DATE - Universal 3 ' ; 2i� 1. i Universe@ Engn"nng r....:...,..,,.,,»,,,_.............r.............. ,,,,,_,,,,,..,.,..,_............. F._._. , __„__ .,._._. �,,,,. _ sC1e"0.. [ISCALE.1J=41-10"are '' �+ MET Ff1r'i4r1 R1 i £12712t7«C { YWall r, cathfik fauaer I N/A ffa•A N/A . ........ :. .............. _... ... ......... .._.. ...... ......... ............ ...__ _.__.. _....... .......... ... `p$ `p ..... CONTROL D,4TE 3.WP/