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Home My WebLink AboutBuilding Plans• STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017) •ALL LOCAL AND STATE CODES DR HORTON HOMES •OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB PALM BAY, FL 32907 •MIN" INTERIOR FINISH • BASIC WIND SPEED - CLASS B - Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH FAX: (321) 733-7972 EXPOSURE •1-STORY RESIDENCE _ C •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA `PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON 'AR No., 17305 A.B. DESIGN GROUP, LLC 551 S. APO.LLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 ' Tel• (321) 802-5591 n DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR :INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. Tx AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15-120.S CU. FT. '"` r3 11) 733-7092 Fax: (321) 733-7972 w ABBREVIATIONS REVISIONS ABV ABOVE L',v LAVATORY,,,; DATE DESCRIPTION 0I/16A8 CD S ISSUED A/C ADJ. AIR CON ITIONING ADJUSTABLE LUM, M.C. LUMINOUS MEDICINE CABINET 0111548 2011 FBC UPDATE ALT. ALTERNATE MFR. MANUFACTURER AMP AMPERAGE MIN. MINIMUM TIT) BOARD M.T. METAL THRT'N 'OLD 01/16/18 cl, CAB C'ENTI?R tME C'ATIMET MTD. - MTL. - MOUNTED METAL 02/21AB - SIDING ELEVATIONS ADDED 03/26/18 CD, S RE -ISSUED CL(i CUR. CCILINti cl.rnR: N.T.S. O.C. NOT TO SCALF ON CENTER 04/19/18 FOOTING REVISION PER M. BOILS CONC. `C'PT CON('RC G CARPET PL P.B. PROPERTY LINE PUSHBUTTON CT CERAMIC TILE PH. .PHONE 06/21/18 CD'$ RE -ISSUED D. Mil '. DRYER. DOABLE PI.T. PEYW D PLATE PLYWOOD 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) D,G DI\. DIJALGLAZED DTAMETER PR P.T. PAIR PRESSURE TREATED 02/22/19 PLAN MAINTENANCE 03/2849 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM. DISP. DIMENSIOBh DISPOSAL R. RAD.. RISER RADIUS 04124AO ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MEL5.) DP. DR D.S 'DEEP = DOOR DOWNSPOUT R.A.G. REF. RM. RETURN AIR GRILL REFRIGERATOR ROOM 04124AS REVISED HVAC VOLUMES ON SGIFT CALC SCHEDULE (MELBA DTL D.W.DTSHWASffFR F,A vtFv. DETAIL EACH ELEVATiON R.O. S.c S.D. S.H. ROUGH OPENING SOIIDCORrr:XtDR SMOKE DE"TTCTOR SINGLE HUNG 06/12AS ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/$I.IA (ORL) 06/1249 ADDED LED LIGHTS a KITCHEN t BATHROOMS PER MARK BOUJES 01AgA9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) FQ EXH EQUAL EXHAUST SLIT. SHTHG. SHEET SHEATHING 09/IIA ELEVATION 'G' SIDING -ADDED LOUVER a CABLE ROOF EXT. F:(i IFX. EXT[?RIOR FIXED GLASS SHWR. BIM. SHOWER SIMILAR F:G, FUEL GAS SL. SLIDING - FIN.. FINISH SL. GL. - SLIDING CLASS FLR FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FTO. FOOTING TEMP. TEMPERED GLASS GA GAUGE TI;IK. THICK CAR DISP. GARBAGE DISPOSAL T O.C. TOP OF CURB G.i' I GROUND FAULT CIRCUIT T.G.P. TOP OF PLATE INTERRUPTER T CS. TOP OF SLAB GL, GLASS TYP. TYPICAL. GYP. BD. GYPSUM'BOARD U.N.O. TTNLFSS NOTED H.B.HOSE'BTB OTHERWISE H.C.HOLLOW CORE V.P VAPOR PROOF HDR HEADER W. WASHER HGT. OR HT HEIGHT Wl WITH _ INSTIL. INSULATION WD -t WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET # _ PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml-HVAC PLAN PG DI -DETAILS PG D2-DETAILS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS PG PAl-PRODUCT APPROVALS DESCRIPTION RE'PfEWE� F 'bR CODE COMPLIANCE ST. LUCIE COUNTY BOCC e DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W x uttj :1 U � III y >t Q [\ �41 ky f� pt U eti II ^o ^Y 1� q 5 N I'J �5 t f)it T m -, �X rSIUBIDIV. CREEKSIDE 4= LOT #52 PROJECT# 04321.200/052R1 0DEL: 4EBB' "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. ARCHITECT , STATE OF FLORIDA i OCT 17 2019 ICHAEL C. r,�o R:5-O AR NO 17305 PRINT DATE: 10/14/19 SCALE: 1//4"=1'— 0 ' SHEET— GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES ST4TED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTIONR301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH'' MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTEW ION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/ R I FABRICATION OF THE WORK: 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED C DESI OF ALL PARTS OF THE COMPLETED 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTIONBUILDING. THE CONTRACT R SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURA L CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET Bt DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES 1N THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE-RATEPPOORS 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 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 BOA140 OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE -RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X.OYPSUM BOARD OR EQUIVALENT{{ WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTINGLINE 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL,COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IB IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3 MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4 NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. of I luol\IC 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 3/4" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX. 4: SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. EXTERIOR 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 PRE56URE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V" 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 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLESPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1 EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4 TYPE W DRYWALL SCREWS AT 12 O.C. (PER MANUFACTURERS SPECIFICATIONS) , 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com µ. AA #: 0003325 v".. ,. T KaM MEIR m Mrl h w ( w Lr 14 ki I ri w a I E. I i c� fA ku II f.i Iz X �, fn O , X II 1 T MOM' ek LOT: OREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL I?i 4EBB "1828-CALI" ARA,G SWING: �i RIGHT I 1 P.-AGE: M GENERAL t3 NOTES i 160 MPH EXP .� A.9Cl-1f1ECT- - T AD r OI= FLORIDA DCT 17 2019 MICHAEL C'. ANDERSON AR Nk) 17305 PRINT DATE: 10 14 19 CONTROL DATE: 07/23/19 (CM) SCALE: 1/4"=1'-0" SHEET SI GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED° TOPOGRAPHIC DESIGN W~AtHERING° FROST LINE tERMIT LOAD (MPH) EFFECTS'` CATAGORY F DEFY NA 160 G NA INEGLIGA15LE I NA I vERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION -FBC R302.9.1 THROUGH FBC R302.9.4' FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B AIR MEAN a FREEZING ANUAL WINTER DESICsN ICE BARRIER UNDERTLAYMENT FLOOD HAZARDS TEMP ° REQUIRED'' INDEX ' TEMPS NA NA AVY 42 NA SEE SURVEY 9' 6 15.'-10" 3'-4" (2) 3052-SH (2) 30 2-SH EGRESS I _n n F. LIVING e LANAI ROOM i 81_81 � W-8' CLCL `0 I 0'-01, 11011co 6m6s sin. OWNER'S SUITE ,n ------- 8'-V CLCL DINING 2xs ROOM V-8' CLCL B I rot-III,l -5" 4'-4" Al C�'-C " �II'-Im" r .� 4'-8 S 0" Nr _ C. NJ- N m V. '� > - ®' 1R-ISH_� _ �. OWNER'S Q --- N 8 BATH --------- — —c e i ` b36 _I V.I W.I.C. 8' CLG -V CLCL F- j3 ml 11 2,_S b24 SINK 1R-1SH -S SHWR• PAN 114 ab36 W/ ENCL -- A KITCHEN LAUNDRY i " �-8 Al 8'-8' CLCs 8'-8' CI Cs i l p �ii _�5I 1R-1SH PAN. 36 RANGE AI ; —O — — — Vl 3-5H O ARCH ,y- L_o _y I BEDROOM #4 / DEN 72- uG.IIV.c0 cD i0". .t 3'-6" 1-m," 4�� 4' 0�� 1�-� -S�jN _%j LU ofi r II� AI BEDROOM #3 ?.@ �� A � K, o m 3'-4r ' o S" 3'-S" -- � WH � E& Ne x54 zz'' I ATTIC J �1 ® L ACCESS U 130LLARD ry AS REQ. OND II 3 tee.,.. LAV: 8 II 0 A ,•. _ PER BLDG n it ri CODE A BATH #2 I0 Al i iQ s GABLE ROOFS WALLS 1W r; 41 A, 177,37 I 3\ lit GAOL fN FS 10 < 0 � 4W ,HP RCS Iwa6 FIGURE A301.2f7) COMPONENT AND CLADDING PRESSURE Z€ aE I10 ti _ e 1 c. ,2'-4" v V. BEDROOM #2 e -e ISM ry� rro I — e (2)E3Gs05 8sH ry GARAGE n W-V c a - FOYER V_V r -3068 W/ 3b'X12' TRANS. 7 —ENTRY V-8' CL� ,.—ARCH 10'-2' 31-10" 3'-1016 2'-S 14'-0' op -�t 16 —0 X"I —0n O.H.D. — — — — ---- 16' 21 -4 1 EXTERIOR MASONRY WALL BRG. HEIGHTS I I�T BRG. a 11'-4" BRG. SQ.FT. CALC. S LIVING: GARAGE ENTRY LANAI 1825 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15-120.9 GU. FT. � OPBMIOS AW TYPE 80UAFE FOOTMfE ZONE 1W WH YMD (VIA RBIM MGR 10 5 34/-45 7ERIAW EXTERIOR SWING 21 5 32/-42 ; DR. MIN. CRITERIA S.G.D. MIN. 12 5 301-31 CRITERIA 80'10 O.H.D. 56 5 32.5/-38.0 160i0 O.H.D. 112 5 30.9/-34A i SOFFIT N/A 5 31.6/-38.8 ROOF TILE -6829/ -5829 IF APPLICABLE {_ P BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFIOENT =t 0.18 BLDG. CAT.=II, EXP.=C, MZAN 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. rrwtm nnm m1905i FLOOR PLAN N , DBL. TOP PLATE 0 m R AR DETAIL A ALE: 1/2'=I'-O' 4 Q Ik C C 00 u R C ARCH Mi.'.L. B SCALE: 1/2 = I'-011 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 PE BE EE THE GAR AGE AND. RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 (MELBOURNE, FLORIDA 32901 '= PH: 321-802-3591 www.abd esigngrou p.com AA #: 0003325 wl o k v fa q F h a CREEKSIDE LOT #52 PROJECT# 0432I.200 052R1 M0DET. 4EBB "1828-CALI" ;1 G ' AGE SWING: RIGHT — ri � 6i FLOOR PLAN 'Mill t60 MPH EXP.k , ; ARCH TECT. STATE OF FLORIDA F' 1 OCT 17 70 MICHAEL C. ANDERSON AR NO 17305 DATE: 10/14/19 SCALE: 1/4"=1'-0 SHEF j� �e .✓ r� EQUAL EQJAL TO CONTROL JOIN TO CONTROL JOIN TO CONTROL,JOINT TO CONTROL JOINT +/-19'-0' BLDC�. HCsT SHINGLE ROOF — — ' 126 i '! DECORATIVE _ 1 FOAM DRAIN — - L 4' FREIZE TILES SAND 68 - A W RAISED — 2 SAND (TYP.) 1 1B U, l 1B 18 WA A 8'-8' BRCS: HCsT. 8'-S" BRCS. HGzT: a' all BRCS. 14GT. A WAI -- - A --- - -- - - - - 4 — — OPT. COACH 0 1-0" -I 16'X60' FYPON I' I WAI — LIGHTDECORATIVE 48 SHUTTERS OR 4B HE 0 A3 EGUIVALENT� A WAI - TYP. g� LIB Trn. 4' RAISED r BAND CTYP.1 y n, 0'-0' FIN. FGR. 0'-0" FIN. FOR-0 0' 0" FIN. FLR. --- - -- - - -- - -- - - FRONT ELIEVATI®N SCALE: 1/4 w P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 OFF RIDGE VENT 0'-0" FIN: FLR._ _ - - — - — - --—-— - — - — - — 1�6 a'-a"-BRS. H4nT 1'-01, 0'-0" FIN. FL OIL RIDGE VENT 12 6 RIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 DEAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 8'-8" BRCS. dCzT. 1-011 00'-0" FIN. FLR. �8'-8" SRC. NCsT. II 411 A II II o01_0 FIN. FLR. Flee DEC0. DTL. A SCALEt 1/2 = I'-0" MODEL 1828-CALI-4EBB` AREA OF ATTIC 2450 SQ, FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION', AREA = 2450/300 = 8.17 SQ, FT. 8.17 = 1176 SO, IN. MIN REQUIRED VENTILATION - A 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN BRG. {46T. SOFFITVENTS) -0" OFF RIDGE VENTILATION AREA = 138SQ.IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL #OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 ---------- -- --- - �0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = I'-0" TEXTURED FINISH 551 S. APOLLO BLJ3219Oi SUITE 202 MELBOURNE, FLORIDAPH 321-802-35www.abdesigngroup AA #: 0003325 Ay' UB] IV. 8e LOT % rs ". CREEKSIDE LOT #52 p: PROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CALI" AGE SWING: RIGHT PAGE: ELEVATION "C" y, FA MPH EXP. C IF ARCHIT C F . STATE OF FI OFF 1 2k_`; OCT 17 2019 MICHAEL C. AN~DER80N AR NO 17305 PRINT DATE: 10 14 19 ,_Z: 1/4"=1'— O" ET mmmml[lrj 0 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH m GFI 110V OUTLET EQUIPED W)GR'1D FAUL NTERJPTER(TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT - GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER. i-%1 WALL MOUNTED I--o LIGHT 777 GEILING'LIGHT © LED CLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED eVENT. FAN I CFM PER SQ. FT_ VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT U WRAP ® LIGHIG14 T AROUND AR (RECESSED) ® 41X2' FLUORESCENT LIGHT 2-BULB WRAP ADD (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL METER OSD. SMOKE DETECTOR WHrrARD RE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® as/CO CARBON MOMOXICOHARDWIRE SMOKE DETECTOR COM50 INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN- 10'AFF- A/ AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•Q 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD Fe P.B. PUSH-5uTTON FOR CHIMES --�.-► USB PORT - LOCATION OF TV JACKS ! PHONE OUTLETS t FANS TO BE VERIFIED o HOMEOWNER PRE -CONSTRUCTION MEETING. ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6T14 EDITION (2011) 4 NEC 21012 2014 EDITION - 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL ' BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). - 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 1596 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C.EKERG-Y CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, bfh EDITION R404.1 CEILING - MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN LANAI LIVING ROOM CL PWIRED CLG FAN OWNER'S PRE -WIRED SUITE CsFl CLG FAN At / DINING ROOM s PRE -WIRED I / CLG FAN I / I I ' I t SWITCI-4 IN GAB NET OUTLET FOR DWGFI F GFI /GFI BATH I! / OPT. / F. W.LC. REF / Di ''„ j SINK I 1 `\ _ _b KITCHEN LAUN.', VP L PAN. \� - --- RANGE GFI c-FI 1 '0(1 \ ---- BDRM. 4 N I \ DEN I � L {cA• Ul I HOOD WI, W/7 OUTLET FOR U / --- FUTURE MICRO CO S PRE -WIRED CLG FAN BDRM. 3 t - �, � \ A/ T c t I R A t PRE -WIRED 1 I 44 AFF. 4 AFF. T CLG FAN - Lo V I GARAGE � � WH 1 � DOOR f CsFI ) BOLLARD I � As REQ. coNn; _ —WALL MOUNTED PER BLDG. \ LIGHT W/SWITCH IN CODE BATH #2 ® I \\ ATTIC S/CO I \ - L� Q I 17� �I - / \ GFI S.D. / CLG. / O / KEYLESS OUTLET BDRM #2 FIXTURE z METER FIELD / rd% Fes— OYERQ oc.FY Q- MEN 1 IRRIGATION OUTLET a �I ENTRY 45' A.F.F. GFI I 1L-1 GARAGE PRE -WIRED I / CLG FAN / I Q�1---1-5.B. FOR Tf - HiMES --------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' Fl_ - I I I � I L ° I ° I I � I °�° � I I I I LED LIGHTING LED LIGHTING clu DOUBLE LAV. � SINGLE LAV. OWNER'S BATH A BATH 02 15m AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (201-1 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNTHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN a 1% CU N 2' CONDUIT OR 3 %/0 AL, THWN . Yb CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 15OA/lP MCB TELEPHONE SERVICE � CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TER"11NAL AT LOW VOLTAGE CONNECTIONS 1 %, CU SERVICE GROUND CONNECTED TO C4NICSTEEL MR E CTRIRICAL PROVISI NS TOP THE FBCR 6tH EDITION C201V 5/8" DIA X 8 FT LONG COPPER GLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 lM w 0 0. V w q F A S'UBDIV. 8e LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CAL I" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT- OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 r.cW.aav a DATE: 10 14 19 SCALE: 1/4"=l'-0" 1 SHEET El PLUMBING PLAN SCALE: 1/4 = 1'-0' VTR M 1�� 2' 41/2, I 1/2 1r i 1/2' tua% 19 �4 � t'�i LAV 4 2' VTR GITCHEN SINK W/ 1 1/2/ I `_,�l1/2' rO VENT / 11/2i� / I WC 1 1/2" 2' I 2 1/2'� I LAv I II SHWR 2 WASHER 2 tUB TO MAIN PLUMBING RISER DIAGRAM v 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 x tJE T-v7 8e LOT: i f'/ I% J, w CREEKSIDE LOT #52 i'ROJECT* 04321.200f 052R1 -MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING fs a ' PLAN f� �s 00 MPH EXP,° ARCHFECT: s STATE OF FLORIDA H OCT 1 7 2019 CI-1<AWL1- C � ANDERSON r � 17305 PRINT DATE: 10/14/19 SCALE: 1/4" 1' fU 9 4 SHEET OWNER'S SUITE DINING �— Imxs ROOM }I75 cFM mXC.FM 120 l0x6 + OX4 - �t� „ 505 CFM L FM 0. i I 6 --------- BATH -- W.I.C. —� _ F , i BX4.. 45 CFI-1 Iox6 12m CFM KITC EN sx4 I 45 CFM imx- a i i 16 5 CFM 12XI6 12x8 MLouvE�l BDRM.#3 I 411 PLAN, TATION ISOL04 2'8', . 10X6 MAX AIR -15 CF-I 584.15 Cr-MI 12XB PASS j I Tl=li�1 I �Iax4 lox,& 5 CFM 5�. g cFM J. BA $ 2 PASS li e d u 6� uu.. fl I I I J I THRU GARAGE c +5 CFM 1 FOYER HVAC PLAN SCALE: 1/4 = V-m' I CALI EQUIPMENT SCHEDULE 3 TONS R—VALUE SCHEDULE MFG CARRIER FLOOR G.U. 25H5C53&A•030• SLAB ON GRADE R-m A.H.U. FX4DNC5,FJ03-tL EXTERIOR WALLS HEAT 5 KW CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 SEER 15 SEER FRAMED WD - EXTERIOR R-13 TOTAL CAP 34800 ELECTRIC 2m8/23m/Ifi�H CEILINDE UNDE Cs UR ATTIC R-30 BRKR G.U. 35 A.H.0 35 REF LINES 3/4" E 3/8" a o a m w 4 F 4 x S'THDIV? T: 1 CREEKSIDE LOT#52 i FROJECT# 04321.200 052R1 ODEK N 4EBB 1828—CALI GARAGE SWING: RIGHT r PAGE: t HVAC PLAN 0 MPH EXP. �y PINT 10/14/19 � SHEiQ G PER FLIc PLAN I/2' CLG- 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. FLR. nvl T1c al All ass 2X4 WOOD STUDS 624' O.G. SI qR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C- TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �,,' OSB. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TI ELEVATIONS 0A. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—J--� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR� 5" DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE \ CAULK AND SEAL `a" LNE NOT CUT _ I;' PVC SLEEVE FOR GAS LNE 50ND 4M 14' GYP. UL. MD. BARS WOM � 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD VATION L _ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES REFERENCE STRUCTURAL - PER ELEVATION T R-4.1 INSULATION NI WINDOW ATTACHMENT — AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P-T. FURRING STRIPS a 24' O.G. 8' GMU In' GYP- WL. BD. WOOD BASE - FIBERGLASS SHINGLES OVER #30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1}' O.S.B. SHEATHING OR CDk PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE 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. PLR. I I n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM p� SCALE: 3/4'=1'-O' IS REQUIRED- FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 144 PB GAS LINE THRU BLOCK D1 SCALE: I//'•I'-®' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.�. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS :�// WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS i In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0" FIN. FLR L 8' CMU 1/2' THICIS, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL RECL VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROpM W/ PRODUCT APPROVAL REGL COINER BEAD a, CMU SEE STRUCTURAL FOR REINFORC MENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROvAL ieo- SEALANT t BACKER ROD uEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 11/28=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENG WE). TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS P INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R"a05.1.1 ON �6' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER m FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS u i i n W/ WINDOOPENINn W G TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GMU 0'-0' FIN. FLR 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U w 0 yF �L V W q E A ti SLTBDIV. 8e LOT: CREEKSIDE LOT #52 PROJECT* 04321.200 052R1 mol:)EL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C 00 ARCHrrECT: STATE OF FLORIDA p v D OCT 1 1 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 10 14 19 SCALE: 1 /4"=1' - 0" SHEET SECURE 2x6 MIN. TO BLK W/ (2))J'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 21XVA WASHER AND NUT SPACED EVENLY �IF�µRGGOM FLOOR Ti GARAGi OOR Hpi�. IN JOINTS I RI� TOFIL ILA Ili - I 'SECURE 2x4 ON FLAT TO BILK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR, IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(U)i'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'A' WASHER AND NUT. ALL ANCHORS SHALL OE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERI SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT p SCALE: I/e'-I'-m' 8' CMU Yi' DRYWALL I'X4" OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ sW&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 SWINDOW N.T.S.TO BLOCK +3/4 OR +5/4 A CALE: 2X4: SECURE TO BLOCK W/ sif6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-W6' TAPCONS(MIN. SANK SIZE .145 MIN. HEAD SIZ0360 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4-P�11G8' CMU 18' O.G. MAX SPACING. Y2' DRYWALL 2X8: cm ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-V DOOR CASING TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAP SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') UATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4:m 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.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X(cam SECURED THROUGH SECURE TO BLOCK W/2-Wf,' NON-STRUCTURAL -Wg,' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE :45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8' CMU MIN. EMBEDMENT 1 Y4') 1�' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-)(6' 3f6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,1141) TO 2X PER WITHIN 8' OF EACH END 4MANUFACTURES .ATTACH DETAILS. 18' 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.TZ. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/2-)(e' NON-STRUCTURAL )fg,' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,41) 8 CMU WITHIN 8" OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER ❑ 2X8=m SECURE TO BLOCK W/2-i(6' DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOORJAMB WBTOOBLOCKK+2z1/44 D SCALE: N.T.S. 2X4cm SECURE TO BLOCK W/ WB' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2 -Wb' NON -STRUCTURAL 6' TAPC-ONS TAPCON MIN. 1-4- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 S' CMU MIN. EMBEDMENT 1 )4') - ' DRYWALL WITHIN 8' OF EACH END 4 VX4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8cm SECURE TO BLOCK W/2-3i(r,' 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 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: swim As NEEPEP TO r"m JAMS (DO NOT Ex=P ?41) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E SCALE: 2X4= SECURE TO BLOCK W/ )(W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-V NON-STFZJCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I -A" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') S' CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8:® ❑" I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-Wr.' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/l2)12d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 W TO 8' O.C_ MAX MIN. EMBEDMENT I Y4') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW IS' 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 +3" i1 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 15" O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3iib' SECURE TO BLOCK W/1-1/4' TAPCON MIN, I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8" CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8cm ❑ 1'X4' OR PX2" P.T_ NAILER SECURE TO BLOCK W/1-1/4' 3(b' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 113' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: 8NM A8 NEEPEP TO ft" JAM (DO NOT ExOBEP V) DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.TS. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XUR SECURED THROUGH SECURE TO BLOCK W/I-I/4 . NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. HA N. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cm SECURE t0 BLOCK W/1-1/4' ' P.T. X 4' MIN. 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 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" /1 WINDOW TO BLOCK +3 3/4" it SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 F W y W U W 0 4 v Q F A SUBDIV. 8e LOT: CREEKSIDE LOT #52 PROJECT# 04321:200 052R1 MODEL: 4EBB "1828-CALI" GARAGE S]EXPC RIG PAGE: DETA 60 MPH ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 DATE: 10/14/19 SCALE: 1 /4"=1' — 0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT / FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH + 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %1 LEG MAY BE USED TO TEMP. SECURECONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED + 1' O.C. MAX VERTICALLYIli V a J' THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED +1' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER \ s TO 'I LATH SHALL NOT GAP nIN. BE CONTINUOUS 6' TO a' MIN. 6' TO 8 t IK THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PERAASTM C1063 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: - / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES INCOMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0Y4'I5' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITI \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A OL FOLD INWARD • F?. A 2. CREASE a Pr. B 3. CREASE • PT. C ® ®FOLD • T1• NOTE: IF ZIP SHEATHING'SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1 FELT UNDERLAYMENT SHINGLE ROOFNG J PRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SI-EiATNNG, MECHANICALLY FAS?EN 4' O.C. MAX-,,., OI. FOLD MAW a PT. A 2. CREASE + FT. B ® 1. FOLD INWARD • Pr. A 2. CREASE • Pr. B 3. CREASE • Pr. C 4. FOLD Fr. C OVER PT- B TILL I r. C TOUCHES BOTTOM FLANGE \t BOTTOM IFLAW'E WATER TIGHT SEAL. FOLD, 22 Iyign CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMIU) WRB LAYER 02, FORT IFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER M, STUCCO WRAP(R¢AME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILNG FLANGE, STOP WRB APPROX, I li' ABOVE SHINGLES (FRAME ONLY) FRAf'E OR CM EXT€RIOR \ CYYYAiI �I I Ple�F17 Sx9 WALL FLASHING ph O J „ KICK -OUT FLASHRJG (SEE Rl FASCIA WRAP DETAIL) y \ NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF Co' + VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED r WITH FORTIBER SHEATHING TAPE / / I' MIN LAP 6 METAL LATH _ I6' MIN PAPER LAP BELOW ONLT___ WRB LAYER 42, FORTIFIBER/ BUILDING PAPER 2 APER LAP SCALE: I I/2 1'-0. ® KIC KO UT NOTE, INSTALL KIOKOUT FLAB' NG AT BOTTOM OF ROOF t WALL INTERSECTIONS liii DETi WATER TIGHT REAL (BEND OR SOLPM DO NOT CUT) LATH VERTICAL LAP TO BE P METAL LATH WIRE, LAYER 01, STUCCO IL RAP I' MIN LA'H LAP, 4" OVER ALL LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL -- WOOD STUD° NOTE: SHEATHING - 51DE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0jV475-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (225-MM). AS PER ASTM CI063 1B.1. NOTE; THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER mAmr. SPECS.) \AFI= F-ADHERING MEMBRANE 6 ` (COMPATIBLE W/ HOUSE 4 TERIAL) OVER DOHOUSE WRAP. rLASHI EXTEND O PIPE I' OR LESS IPE - -6'x6' SELF -ADHERING BRANE PENETRATI FLASHING (COMPATI W/ HOUSE PIM WRAP MATERIAL) O R 4'x4' SELF -ADHERING BRANE FLASHING OVER PPROVED HOUSE WRAP. FLASHING O > TO CUT AND OVERLAP ONE SIDE SELF -ADHERING MEMBRANE - T AND OVERLAP ONE SIDE OF FLASHING ELF -ADHERING MEMBRANE ST *I `S� FLASHING L R M, 6 WRAP LAYER h, FORTIFIBER ILDING PAPER ETAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED STRAPS, STAPLES) AS - HOUSE WRAP. REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING 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 LASTOMERIC COATING OVER STUCCO/ - FINISH (SEE TYP WALL SECTION) SECTION NOTE: "'" IF ZIP HEATHING SYSTEM IS LAP INSTALLED, PLEASE SEE LAP •LATH M UFACTURERS LAP `PAPER 5TALLATION PROCEDURES f=1f=E FENETRATION FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC- OR PEEL 4 STICK 1116' ZIP SHEATHING SYSTEM (INSTALLED PER — MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ` LAP WRB 4 TAPE OVER / ROOF/WALL SCREED z 51'X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS FLASHING N.T.S. PER SECTIO 703.7 Exterior lathin a lasterin Exterior use o ortland cement plaster shall comply wit he application requirements of A C 926-12A. Installation of exterior la 'ng and framing shall comply with ASTM C 63-12A. TAIL CFRX-1 DfiR)4IN)4G;E fi L)4NE CLJRI3 L)4YER #1, STUCCO LJR>4fi�� LURE LArER 1*2 (1=ORTIFI5ER 5LIILD INCH P)4fi R� METAL LATH X X x X STUCCO i WOOD 5�4EA7T 4ING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) 5ELF-ADHE,51VE FL45HING - NOTE: METAL L)4T�4: LATI-I TO 5E PER SECTION RI03-1.1 /457-1 C-B47-0e, 111N. 2.5 LE55. FE R 5Q. `I'ARD (UTILITY OR N01„1IN)4L LATI4 DOE5 NOT MEET SFECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y V W 0. a A F A SUBDIV. 8e LOT: r CREEKSIDE It LOT #52 a ROJECT# 04321.200 052R1 MO DEL: 4EBB "1828-CALI" GA -RAGE SWING: RIGHT hl AGE: C WALL ASSEMBLY rs DETAILS 1160 MPH EXP. C ARCHITECT, STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 14 19 DATE- / SCALE: 1/4"=1'— 0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP �A DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OFNON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y{' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements o4 ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAVER *2 (FORT11=15ER 51JILD INCH PAPER) METAL LATH( STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5EL1=-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO SE PER SECTION 1R703.i.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 6B DRYER VENT BUILDING PAPER OVER 'QUICK FLASH' — — PIPE THROUGH WALL (o" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS. BUILDING PAPER / UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH On SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP 4 SIDES BLOC / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ENT PENETRATION ti SCALE: N.T.S. AAM=AA I v 7K.=c.,=I V STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 15OCYANOTE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST f= '*I - 5TF #3 . O.0.0.0 0 0. 000 0 -0 I.o 0 0. o. .o .o o. O. •0 .o o. 0 •0•0.0 0 .0.0.0.0 WOOD CONSTRUCTION a' CMU 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING WRB LAYER "l, STUCCO WRAP / WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH Z" 7/a' TEXTURED ��FINISH a WOOD FASTEN TO WOOp STRUCTURAL MEMBER • In O.C. MAX Ye' TO X, MID -WALL WEEP SCREED �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER "I APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP Xi STF #2 I WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER r STF #4 r ti ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #/o OELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com 641 AA #: 0003325 J F W Q U W 0 V rn ti A 14 sysDIV. & LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL 4EBB "1828-CALI" GARAGE SWING: i RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP.`' ARCHrrECT: STATE OF FLORIDA a I: u Lm 1 7 2019 AR NO 17306 ]PRINT 10 14 19 DATE: / / SCALE: 1/4"=1'-0" SHEET W_A 2 4 DRAINAGE RLANE (WRB LATER 01, STUCCO UJRAi=) UJRB LATER *12 (FORTIFIBER 5UILDING PAPER) 1" IETAL LATH STUCCO W000 ) SHEATHING OR 7/Iro' ZIF SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING k 2 Ii2" 1 /1 ]giCORNER BEAD - I JLJ I CORNER BEAD (FASTENER 4 SFACING 6 -l" O.C-) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES GMU V THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY' C BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N U W 0 F 4 D3 O F A SUBDIV. & LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEIZ 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WAJE)XPTPC ASSE DETA 60 MPH ARCHrTECT STATE OF FLORIDA PRINT 10 14 19 DATE- / / SCALE: 1/4"=1' - 0" STME/�T% /� �l �l 1 1 a LEGEND DRAINAGE PLANE (WRB LA''r'ER #l, STUGGO WRAP) WRB LA1rER d12 (FORTIFIBER BUILDING PAPER) METAL LATH STUGGO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE — BARRIER °Z X a' LAP SIDING /6' REVEAL 6' SELF -ADHERING — FLASHING STARTER GALV'D METAL X' FLASHING I Y' X lb, SIMUL. W�OD TRIM ME x—x—x—x / 9 / pp � FLASHINGADHERING `D WEATHER RESISTIVE 6 BARRIER •1 WEATHERBARRIER RESISTIVE I \ *j 6' SELF -ADHERING / FLASHING \ GALv'D METAL _ — 7' FLASHING DO NOT CAULK OR SEAL OPENING 1 Y4' X 6' SIMULATED WOOD TRIM MEMBER SEAL GAP W/CAULKING / OR APPROVED SEALANT �- Ct, Illn /` ACI1II_ SIDING TO STUCCO 0 BLOCK TO FRAME TRANSITION 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 pl:m-1 W Chi W O FI 0. v r7 W 4 ti A 11 k TSDIV. 8e LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 80 MPH EXP. JC ARCHFECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 """ + DATE- 10 14 19 SCAT :1/4"=1'-0'1 SHEEE��/TT Y Y J 2x& SUB -BAND W/I "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\\ I\ 1/8" TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a GMU / METAL FASCIA \ WRAP YS" FROM \ STUCCO, I" FROM \\ \--------------- ----- WOOD WALL \ � � 1 EXTERIOR WALL (FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X6 \ \�\ SUB BAND ONLY �=i =\IAT[r)l�l METAL FA 2X6 SUB i a] fi—ROOF KICK OUT REMOVED \\ FOR CLARITY ��ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) — 1-1/8" TEXTURED FINISH s /WOOD, 1/2" TEXTURED i / FINISH a CMU —2x& SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEA-PING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER *2, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/12d NAILS (o'-all O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUI3 BAND DETAIL ® WALL W./KICK-OUT FRAME OR GMU FELT PAPER DRIP EDGE (REFERENCE POINT ONL`I', FOR WALL OFF SET OF COMPONENTS) METAL_ FLASHING, WRAPPED MIN. 4" A50VE 50TTOM OF DRIP EDGE 2x SU3-5AND WIV211x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e 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. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SU5-54ND W/1y"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDCxE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 x U w 0 En w 0 F Q SVBDIV. 8e LOT: CREEKSIDE LOT #52 PROJECT* 04321, 200 052R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHFIFECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON 111114 AR NO 17305 0 PRINT 10mmmm 14 19 DATE: // SCALE: 1/4"=1'-0" SHEET W4Air, a 39'-8" 11'-0" 28' 8" N - 4" 9'-8" 9'-6 y 5,_10„ 3,_4„ u, E LI I I I I ILI[J LI I I I I I I I I IL" L: a `ILA ;i FM-12X12 F— 1 — FM-12X18— -- m n N cm 4" CONC. 0 I N SLAB ILL cp aCL O w LL -j a 3 1/2 1 -0, �F-24X24 10'-0° (3- 3 10 I F1 _ _ .I � I•I I° 1.1 1 _ 1 FM-12X18 EXTEND 15; z �. 1.1 SLAB 1 1/2" U I, O a in 9 I I� 0101, L Tp F N SLAB I•' hi _ co co q _ O. IXV I co 1 _ 7CID cq = J I u- I I ry _ r N ILL op s- IUDLvl II I 4' Lo 19'-0" 5-0" 15'-B" n { 4" PVC 1 CHASE 1.1 _ T E -1 N 4" CONIC. I J I I e I SLAB i I 5 1/2 d 2'-8„ 17' 8° 0' 0" 5 T-0"` L TOP OF SLAB op N N N 0 r co T NI a o 2111 I u- n, 0 w N I I y EXTEND �i li 1.1 SLAB 1 1/2" 2 �r 14 CONIC. OD. w LLi c FM-12X18 co1.1 1 SLAB a WI N �I l N I�-31/2 �al LLI 3' IU LL 2 7 1 /2 Zo ---- 1 1 1.1 in 1.1 1.1 FMC-12X18 FMC-12X18 L FM-12X18 _ J n r FM-12X18 ilk 1N. 4 q _ 4 10' 2" 3'-10" 2' 8" 16'-0„ 2'-8„ 14'44 -4" 21,_4„ 39'-8" M F UNDATION PLAN SCALE: 1 /4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES; SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. S. 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. 11.01NDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 36"), AND REINFORCING SHALL BE CONTINUOUS. 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.1.530-13/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: Pm = 1,500 PSI TYPE M OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 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, 6th EDITION 0 Lo SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS' 6x6 W1.4XW1.4OVER GENERAL 3 112" 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 10" (2) #5's _ (+)0"-0" FM 12x12 12" CONTINUOUS 12" (2) #5's _ + 0"-0" FM-12x18 12' CONTINUOUS 18" (2) #5's - (+)0'-0' FM-18x18 16" CONTINUOUS 18" (2 75's _ _I + 0" 0' FMC-12x18 12" CONTINUOUS 18" (2) #5's #5 IN CURB VARIES 1--24x24 24" 24" 12" S s (_)0ll_4" SECURE STRAP TO A/C SIMPSON WB GONG. W/ UNIT ROLL STRAP OR EQUAL TAP -CONS TAP-CON5 EAC1-I CORNER OF UNIT CONIC. SECURE STRAP TO SLAB UNITS W/ (2) *Sxi 1/4 SI-1T MTL SCREWS A/C CONNECTION TO PAD DETAIL LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL: 4EBB � "1828-CALI" I n r •16 SWING: LIGHT li 11S0 UNDATIO y1 1' PLAN I u. °Lay ARHrECT: "��TAFEOF'ORIDA ! S OCT 17 2019 r MCF (AEL= C.—ARSON AR NO 17305 PRINT 10 14 19 DATE SCALE: 1/4"=11— 0" SHEET �3 r e MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED „ ' CELL SEE PLAN FOR SIZE AND Pi DELL SEE PLAN FOR SIZE AND a } SPACING REQUIREMENTS I SPACING REQUIREMENTS m U l �r GARAGE DOOR w w w I �r RECESS mU I va o[ FM ¢� a Om ¢ 8" CM WALL CORNER BARS, SAME SIZE AS BAR m 8" k a m : Z I 8" CMU WALLLU O — o Z IN FOUNDATION WITH 30" LEG EACH w U IAl o + p p" m n — +- 0'-0" I WAY AT ALL CHANGES IN DIRECTIONS m U r: �' TOP OF SLAB TOP OF SLAB I I SO THAT THE STEEL REINF. IS CONTINUOUS h li MATCH AMOUNT OF CONTINUOUS BARS° CURB FOR j'VARIES I I 2i N MASONRY ` �---w SEE SLAB SCHEDULE � ( b (,I EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION L 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE I FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36' #7 42" SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET ? r;p,, AT ELEV: EXT. PORCH SLAB 4" CHAMFER (1-STORY) 0'-0" W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) JOINT WHERE ( SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING L APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO I; 1 EXTERIOR MONO -FOOTING &EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 sca�E:3/a"_r-o" SCALE:3/4'=V-p" r CORNER BARS DETAIL DOOR OPENING GARAGE 3 SCALE 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" I1 AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON !`l VERIFY HEIGHT h NAILS, 2-ROWS, 4" O/C BTM. NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN h. w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING a I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED j CO NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING- SINGLE BTM. PLATE WEDGE BTM. PLATE TO BE PT. W/FLANGE @BASE d I 8 EPDXY. MIN. EMBED PONE PT. PROVIDE DBL. TOP WASHER SET NAHIGHOST STRENGTH PROVIDE DBL. TOP PLATE SSECURE BT. PLATE LAB W/10d MASONRY F Q EPDXY 5 1/2" EMBED. MIN. @ 16 OC h J C) FOLLOW ALL MANF.AIL 16" O/C STAGGERED. F h = 2 SPECIFICATIONS FOR USP SPTH4 OR SPTH6BTM MAX.MAXADDITIONAL METAL cn ¢ I AND TOP PLATE ANCHORS W/ USE ANDCONNECTORS NOT co SECURE FLANGE TO F- PREPARATION OF 10d x 1 1/2' COMMON NAILS REQUIRED WHEN NO Z p[ 10d x 3" W UPLIFT IS PRESENT. a O 't FILL ALL HOLES, DO NOT USE 5 I SLAB WI(4)1/4 X21/4" HOLE. U TAPCONB Lu 24 m SEf SLAB SCHEDULE SEE SLAB SCHEDULE 3 I o �'• < .. O P TOP OF SLAB _\ TOR OF SLAB 4,,,CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • d a, E . Q Q SEE SCHEDULE s EQ. EQ. SEE SCHEDULE ,. BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 scALE:3/4"-r-o" MONOLITHIC FOUNDATION 7 INTERIOR CURB FOUNDATION WOOD WALL $ INTERIOR CURB FOUNDATION WOOD WALLVi 6 SCALE: 3, 4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3, 4"=1'-0' I� (W/ UPLIFT) � (NO UPLIFT) 1 .._-:�.a._,. ,,...,,...a,......:....,� ... _..,.....�.�..�................ . �«, 1. r LL i c LAP TOP PLATE AMIN. OF48" � AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS,2,ROWS, 4" O/C'BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND F PACING REQUIREMENTS WALL W/ PLAN S C LAP TO OCCUR OVER STUD 0 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ¢ o PLANS FOR SPACING. SINGLE m BTM. PLATE TO BE PT. SECURE BT. PLATE TO W N PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q W 16•' 0/C STAGGERED. m U ADDITIONAL METAL v aJ Z` T CONNECTORS NOT REQUIRED WHEN NO O U 8" CMU W h POURED 'LINTEL CONT: (TYP.) UPLIFT IS PRESENT. M Z +- 0'-0" 8" CMU FILLED CELL (TYP.) �j TOPOF SLAB �, w m I4 1 Z 2X WALL FRAMING SEE SLAB SCHEDULE SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5" � + 0 0"P OF SLAB Z Z MINIMUM EMBEDMENT INTO i — "ISOLATED" COLUMN PAD • • GROUTED CELL, 4"FROM ENDS AND TO2 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX co — POURED MONOLITHICALLY WITH FOUNDATION AND SLAB r t SEE SCH ULE SEE SCHEDULE •' FOR WxD, BA SIZE _4--�FOR WxD, BAR SIZE AND BAR QUAN TY AND BAR QUANTITY_ MBINED EXTERIO MONO - INTERIOR FRAME BRIG WALL TO 9 INTERIOR FOUNDATION WOOD WALL OTING AND COL. P BLOCK WALL CONNECTION 1 SCAL :3/4"=V-0" 1 " SCALE:3/4"=1'-0" (NO UPLIFT) SCALE;3/4"=1'-0" f 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, F40RIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 AN e�Z W c4 N U W n � O Sa A a c r� " y , a i z= svBDIV. 7LOT: CREEKSIDE I" LOT #52 �I l) ]PROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CALI" G,&RAGE SWING - RIGHT 'v DETAILS i �I ,160 MPH EXP.�'• ARCHITECT STATE OF FLORIDA A D r ,_VV � OCT 17 2019 rlkl?l!AEL"C. ANDERS07 m, AR NO 1/1130,,5 ill f1pDRAIV2 10/14/19 SC :1/4"=1'-0" SHEET __ 551 S. APOLLO BLVD., SUITE202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.a6designgroup.com AA #: 0003325 A�hy� FV Q Chi W O 4 U yJ 'Y Iy h a' Cpp�� F.F TYBDIV. 8e LOT; ' a. CREEKSIDE LOT #52 ROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CALI" RAGE SWING: RIGHT DOWEL PLAN 60 MPH EXP. C ARCHITECT STATE OF FLORID, Ar, V OCT, t 7 -8t9 MICHAEL C. ANDERSON AR NO 17305 r a &N a DATE: 10/14/19 h$ SCAT :1/4"=V-0" g TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. N d Q J a ❑ CLEAN OUT REQUIRED FOR INSPECTION aa0 c' I 0' 0"'FIN, FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z_ O io U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" BAR SIZE' 48 BAR DIA. #3 18, #4 24" #5 30" #6 #7 36" 42" Z : STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O } a� w III m(.5 va m Z W _ 8"CMU WALL . O m O r} TOP OF SLAB " 3 SEE SLAm SCHEDULE Z w SLAB EXT. PORCH SLAB ' 4" CHAMFER (1-STORY) BAR SIZE 48 BAR QIA. 0 W/ 1/2" ISO4ATION 6" CHAMFER (2-STORY) #3 18" U JOINT (WHERE #4 24" —� APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE N PER SCHEDULE #6 36 6"PVC CHASE THRU FOOTING THRU FOOTING #7 42" SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY CMU UNIT DIMENSIONS ARE NOMINAL SIZES _ MASONRY SYMBOLS n 1 J 1 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 d PH: 321-862-3591 www.abdesignroup.com r,? AA #: 000$325mmmmm W t a 0 U I � O ti 4 V ^w ry 4 F A r£ 81MBDIV. & LOT: CREEK51DE fK; LOT #52 kI II PROJECT* 04321.200 052R1 MODEL" 4EBB "1828—CALI" 'w.4%,RAGE SWING: RIGHT PAGE: DETAILS 1,50 MPH EXP C ARCHfTECT: OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 ` .zm�LT 10 14 19 DATE: / / SCALE: 1/4"=V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT1 6A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN 1S SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRY�SES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36,.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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZaN= 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. =I FROM EACH SUPPORT, T.O. = THROUGHOUT REINFORCEMENT STIRRUPS MARK DESCRIPTION f'c (psi) SIZE W'xH' REMARKS BTM. TOP I MID. SIZE SPACING BBI MASONRY 3000 8x8 /A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1 1 1 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS mm4mm 44 SAFE LOAD -POUNDS PER LINEAR FOOT 41imp400m SAFELOAD PLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB 8F8-013 8 28-0B I BF32-M TYPE LENGTH 8U8 8F8 RCMU LENGTH 11F 2.T 1 BFB-18 81`12-113 SF16-113 SF20-113 8F24-113 8F28-113 BF32-li3 8r8-2-r 81`12-2T OF16-2T BF20-2T BF24-2T 8F28-2T 8F32-2T T-13" (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-T (42") PRECAST 1025 1024 1598 T-6" (42") PRECAST 1569 2655 3524 4394 6263 6132 7D01 — 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 TOM 8107 4'-0" (48") PRECAST 765 763 1309 4-4- (48") PRECAST 1363 2305 3D60 3815 4570 5325 6079 6— --�93 4605 6113 7647 8974 10394 11809 1363 23045 3060 3815 4570 5325 6079 4'-6- (54') PRECAST 1599 1969 211D 2931 3753 4576 5400 6224 4'-6- (54") PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 —T18-9 4375 6113 — 7547 10 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 T-4- (64') PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5-A' (64�) PRECAST 411 411 745 64" (64') PRECAST 1016 171�11) 2276(4) 2838 3399 3961 4522 1663 3090 5365 75471m 7342,,,) 8733,, 10127(ie)l 1016 1715 2276 2638 3399 3961 4522 T-10" (70') PRECAST 1062 1105 1173 1631 2090 2549 3009 347O 6-10" (70") PRECAST' 34D 339 1 616 6-10" (70-) PRECAST 909 1567(1� 2084, 2593 3107(s) 3620 M 4133 13) 1451 2W 4360 7168p) 6036po) 7181(lo) _ 8328 (n) 929 1567 2080 2593 3107 3620 4133 61-6- (78-) PRECAST 908 1238 "77 jgw) 10V 1 3707 1 46&5 1 61 W 6'-6" (78") PRECAST 507 721 1 490 6 '-6" (78-) PRECAST 835 (Ig 14D7p) 1864m) 232915 279% 3251114 3712(,2) 1238 2177 3480 5381 &W 103W)l 525(14, 835 140T 1868 2329 2790 3251 3712 T-6- (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6- (9V) PRECAST i 727 (23 1065p) 1624131), 2025(20)1 2426(m) 2827(a) 3228(2 1 1011 1729 2661 3898 5681 84671,) 6472(15) 727 1224 1624 2025 2426 2827 3228 9'-4- (112') PRECAST 554 699 1160 1625 2564 3486 2818 3302 9'-4" (112') PRECAST 326 512 230 9-4- (112-) PRECAST 591 7080) 11361 1474(34) 1815�), 21571m) 4 2501)(3)) 752 1245 1843 2564 3486 4705(,) 6390(,T) 591 862 1318 1643 1969 2294 2619 10'-6" (126') PRECAST' 475 535 890 1247 2093 2777 2153 2536 10'-6" (126') PRECAST 284 401 180 10'-6" (126-) PRECAST 530 575 �,) 9161, 1188ps 1461(, 1736(31 2D11 (,5 643 1052 1533 2093 Z781 3643,,) 4754(,$) 530 695 1180 (o) 1472 (q 17e3 (,) 2055 2346 1114' (136') PRECAST 362 582 945 1366 1846 2423 3127 4006 1 V-4- (136') PRECAST 260 452 154 1 V-4" (136') PRECAST 474 504,, 800 1037 (u) 1274M 1513 1763 582 945 1366 1846 2423 , 3127 4006 494 607 1042(10) 1372(i1) 1643(o) 1915(s) 2187 ( 12-4- (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0' (144') PRECAST 244 402 137 12'-0" (144') PRECAST 470 (,q) 458p) 724 (31) 938 M) 1153M 1369(,2) 1585(,) —7-- 0 a73 1254 1684 2193 2805 3552 470 550 940,1,, 1302(l 1562 L13 _) 1818(11) 20T5 p 13'4� (160') PRECAST 296 471 755 1 D75 1429 1838 2318 2N3 13-4- (160") PRECAST 217 324 110 13-4" (16T) PRECAST 418(15) 386 (a 607 (,D) 785 m,l 9611 (m, 1143,1)1 1323,,)l 471 755 1075 1428 1838 2316 2883 428 460 780 (91 1159wl 14181mi 16541o) 1887(,,) 14'-0- (168') PRECAST 279 424 766 1002 1326 1697 2127 2630 14'-0- 168") PRECAST 205 293 100 14'-0" (168-) PRECAST 384(1s) 358121) 560(29) 724 (m) 889 (m) 1054p) 1220(,, 442 706 1002 1328 1697 2127 2630 410 425 717 (9) 1063 (z,) 1358p) 1582(2Z 11807(2,) 14'-8- (17611) PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED 239 334(21)1 520 (29) 672 In) 825 (n) 978(2 1131(,) 458 783 1370 1902 2245 2517 2712 246 395 663 980 (w) 1130 1518 1734 (N) 164" (184-) PRESTRESSED N.R. NR NR NR NR NR NR NR 15-4- (184") PRESTRESSED N.R. 259 83 151.4- (184") PRESTRESSED 224 313p, 486 6271,, ME, pa, 911 (29) 1054(n) 12 710 1250 1733 2058 2320 2513 230 368 616 p) 908 (2o) 1240(M 1460(,,) 1668(,) 1714, (208') PRESTRESSED N.R. NR NR NR NR NR NR NR 17'-4- (208") PRESTRESSED N.R. 194 64 1 1 T4' (208') PRESTRESSED 117 263 1a 405 (,) 521(,), 638 (,,) T56 (u)j 873 (r)l 3-00 548 950 1326 1609 1849 2047 192 306 506 (s) 740 (w) 1005(27) 1271 pj) 1473 jai) 19'-4- (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 W-4- (232') PRESTRESSED 162 229 (17) 348 (25) 447 (a) W- (m 647 p) 747 (n) 2-35 420 750 1037 1282 1515 1716 165 263 4 29 m- 623 (15) 841(,) 1059p,) 1227(30) 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR— 21-4- (256') PRESTRESSED i N.R. 126 42 21'4' (256") PRESTRE�iSED 142 204(1,) 307(n) 393p) 480,) 568 (m) 655(m) ,80 340 598 845 1114 1369 1468 142 232 373 (7) 537 (V) 721(,,) 905p) 1048(za) 27-0" (264") PRESTRESSED N.R. 1 1 NR NR NR NR NR NR NR 22-0" (264") PRESTRESSED N.R. 116 40 2'.0" (264') PRESTRESSED 137 197 its) 295 (m) 379p) 462 ) 546 p) 630 — 165 1 3 5 550 8 784 1047 1285 - 1399 137 223 358 (7 513 (17) 94)1 863 LW) 999 IN) 24'-V (288') PRESTRESSED N.R.' NR I NR NR NR NR NR NR 24'-0' (288") PRESTRESSED N.R. 91 33 24'-0" (288') PRESTRESSED 124 179(14) 267 (zl)l 342(21)1 416 p)l 4W pl)L 567(,z) Tq 2 250 450 5 654 88 884 1092 1222 124 202 319 ml 455 ml 606 q3)1 757 (27)1 BT6 in) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENTREDUCTIONS REBAR. - ALL VALUES TAKEN FROM - ALL PRECAST PRODUCTS "SAFE ARE TO LOAD TABLES" BY CASTCRETE BE INSTALLED PER MANUFACTURES MAY 2015 SPECIFICATIONS EDITION PRECAS7 PROVIDE PR06UCTS BY OTHERS TO MEET OR MINIMUM 4" OF BEARING PAST EACH EXCEED SIDE OF VALUES WINDOW STATED OPENING ABOVE PRODUCT DIVISION CONTROL ACCEP, NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE TANCE #: 16-0126.03 .............. ♦ j 8F1 6-1 T, OM/OB 8Fl6-lT/OM/OB 8FI6-lT/OM/OB Kx] CD co ♦ GT % 1 u Ll co 2.1 C? F- 8F24-lT/OM/OB-% % % % % %* 4* 40 % y ca I 10 1 CD L—L L—L Oco D ROOF TRUSSES BEAR, TOP I OF WALL EL. 8'-8", UNO. L ----- % % is % 4* ♦ % % % ♦ 8F8- 4# 1 T/OM/OB 8RF6-1T/OM/OB e 8F16-1T/OM/OB 8F28-1T/0M/0B �m or . ..r j LIFT BEAM PLAN_ SCALE: 1/4" = V-0" 0 w Z, 0 m f'SUBDIV. wmmmmmmw%� & LOT: CREEKSIDE LOT #52 PROJECT# 04321.200/052R1 4EBB "1828-CALI" 0,A]RA4.GE 'E9WTXG: RIGHT tj LIFT BEAM m PLAN AND NOTES 60 MPH EXP. ARCHITECT- Wn STATE OF FLORIDA OCT 1 7 2010, MICHAEL C. ANDERSON AR NO 17305 �W,l xxT DATE: 10/14/19 'V' SCALE: 1/4 =1 7' m NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cD �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHTPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� 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" �QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM /" REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 6 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • \O $ EACH COURSE G 8x8 BOND BEAM TOP OF • OQ��\� W. (1) #5 BAR _ BOND BEAM 30" TYPICAL I F F =FILLED W, GROUT I\ �\�O U =UNFILLED GROUT SOLID FROM TOP �1\O NOMINAL OF OPENING # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND #5 BAR IN BOND BEAM WIDTH r.gEAM COURSE BEAM SEE NOTE 5 --- 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE - LINTEL W/ (1) #5 BAR (L2) P vN HEIGHTNOMINALENGTH MASONRY LENGTH OF BAR =WIDTH OF #OF#BEAM P BEAM DESIGNATION CORNER 12 Q HEIGHT BOND BEAM COURSE OPENING-2" OR REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" 1 THAT XFXX - 1T,'1M,'OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER SCALE: 3/4"=V-0" AND XFXX - 1T/OMOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3,116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3i16 TAPCON PRE -CAST 3 1/4" OR DRIVE PIN (MIN SHANK WINDOW r SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOL7BLOCKING_- 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT /7/16" OSB SHEATHING TYP9CAL MASONRY WINDOW-CMUWALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 4 SCALE: 1 1 /2"=1'-O" SCALE: 3,14"=V-0" r SINGLE #5 CORNER BAR. 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I T PROVIDE #5 BAR T STEEL REINF. OF EACH SIDE 0 LEVATION BOND, BEAM CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= " 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 hF U W O E q E. SUBDIV. Be LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrrECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON Wt All NO 17305 DA ET 10/14/19 SCALE: 1 /4"= V — 0" SHEET S2>IA 0 I FRAMING NOTES. 1, . U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CO NCRETE R ETE TO WOOD ROOF: I USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1 Od x 1 1/2" HDG NAILS, BLOCKING BETWEEN TRUSSES 24" C.C. WOOD TO WOOD. 2X4 USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES." TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d "In co COMMON NAILS &SECURE TO BM 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER . W/ USP SCHEDULE. HLPTA75 USED TO BRACE TOP OF WALL. �'A 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE i MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CJ1 n u u n I m -x - EJ7 rr It x� n -n CJ1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS II II a ARE TO MATCH CONNECTOR FINISH. _ 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL CJ3 = u °° a 2A I ° I° ° ° ° ° II ° u °° ° °° CJ3 0 N MANUFACTURER SHOWN IN STRUCTURAL 3.1PLANS. II II II II II �- ATTACH 4'-0" LONG 2x SCAB TO n II II 6: BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND I_ _ II I I II TRUSS W/ 10d NAILS @ 6 O.C. _ � --I, CJ5 CLEAR SPAN OPENINGS. 1q CJ5 1=-- °° 11 ° ° (4" FROM EA. END) n u n n n 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 3.1 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I A11G I " SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE _ Ki FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR.THE ENGINEER'S REVIEW AND T- _ 6 I i%f APPROVAL. I - - - - 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER AOCTUATED 0 _ 0 V FASTENER, ZF 72 P8S36, .177" I x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS -REACTIONS ANDUPLIFTSSHOWN ARE THE SAME ONEACH END o In o UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON LL w \ RATIONAL ANALYSIS. _ _ _ _ _ --_. _ .- ., ..- _ o; _ 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS J z z U NOTED OTHERWISE. p_. � � - - _ TRRI SSE-FFSRrril 24ICAI "EO. OMAX. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES; 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOiD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CONNECTOR SO ICDULC II CONTROL DAT[:01051] ' ` SIMVSON MiTek USP SI MiTek USP FASTENER ,. GRAVITY DLS UPL»IFT GRAVITY FASTENER (a) 10d 1PLY, (6)16d2 PLY,CMBED4 ML}A-16 1450 IBI30tl%11/21-P v LY, (])16tl 2-PLY, EMBED4'. 16 IX1625 1985 (12)Ind x 11/2'1-PLY,CMBED4" (10) lad 11/2'1-PLY,EM8CD4 2430 (2) META-16 1900 (ID)14d 2 PE$ LMBEU4 114116d 2 PLY LMBED4" PUPLIFl (10)IOd XI S/2',(8) 16d2PLY, EMBED 4" - (9)10d x 11/2 1PLY,(8) 2 PLY, LMELO 4" 1970 HEIA-16 181D (10)10dx 11/2', 18) 16d2PLC, LMBE04" ME16d 1NLY,{8116d2 VLV,LMBLU 4" HI1R]0 A HF1 A-20 1BID (110dx11/2 10 10dx11'Z 1R1N; EMBED 4" 2035 (12)10dx 11/2", 1-PLY, CMDCD4" 2430 1211IL1A-2U 2500 (12) 16d 1 PLY, EMBED W' (10)16d2-P(V,EMBLD4 Z 2150 BLK (5)1/4"xi"Wetlge BNk. ARMIES, WOOD(161 TOP (])-1/4 x2I/4 1UIbN,WOOD(16)l6d LUGT-2 O 2260 LGT-2 1LR AIL USE UF2 iILIA-20 ACCLPIABLL IIfi1-IOdxll/2,i PLY AL N QDEI AL-20 2480 h6) 10tlx41/2,1PLY AL1LIiNA1L USE OF(2)IIl Ar20 ACCLVI ABLE --- UHl A-2U 2430 (1)5/0A.1R.INIIIGII5IRLNG111 EPDXY (MIN 12' EMBED), (22110d 10W0001 y LM8LD1, 122110d I O WOOD O5/8"0.1R IN EPDXY (MIN, I2 M7G115+ 41]5 MGI. 3965 R13/4"ATA INIIIGIISTR[NGTII EPDXY (MIN 12 CM6E06 (16110d TO WOOD 1Gl-2+ 10980 WOOD(011bd, MASONRY(2)3/4'A.TR -- IUG12+ 9]90. (1)3/4"A1R. IN HIGH SI RLNGI H EPDXY (MIN. 12' LMBLD). IIII0d10 WOOD 11G1-3. 1D530 WOOD (e)1 MASONRY (2)3/4"A.1R < - - IIUG13+ 98BU Bd, CONIC (4)3/ "%5"Wetlge-Rok+ Anchors, WOOD(12) W525 (12)5US 1/4"x3"10 GIRDER (913/R x5"III LN HDIO WALL LUGT3 352, LGT3-SDS2.5 1210 PA0.ALLELTO WALL 10) Ind x 11/2" ' 1510 PA PAULL IO WALL LIA2 1210?ERR LNNUWR 10 (A)Ind x 11/2' ---- -- LP1A 14]OPERPENDICULARTOWALL WALL 1S A1.H.INIIIGIISIRLNG111LP0%Y(MIN.12"LMBLDI,(4)10d1OP/(6) TOtl FACL/112110d BACK OF I RUSS /9 (1)5/R'A.1:R.IN IIIGII Si NLNGIII EPDXY (MIN, I2"LMBLD), (lfi)SUS l/9"x3" --- -- MUG115 4175 VGI. 4940 (1 , I) / ' A.T. R. IN I I IG I I STRENGTI I EPDXY MIN 12" CM BED),(32)SOS 1/4"x3" _ I 2 5 8; 121 VGT ]385 (2)5/8 AT,R. IN I I In I I STRCNGTI I EPDXY (MIN, 12' EMBED),(8) 10d -- IIUGI ]1H5 (14)10d X 11/2' MiW 12 1155 MIS-12 loon 1/2', (14) Tod (14)lOdx l,l/2°, 16)1'Od%1112" 1260 IITS16 1150 (16)10d%1 (16) 10d ITW 16 120)lOd (24)10tl %11/2' -I H1W 20 1530 (24) 10d x 11/2" - �- -I HEW 24 1530 HUP IS-24 145D (24) 10d X1�1/2', 1/2', (20110d 110)lod --- L51A 12++ 93U LS1 AZ102« 925 IS0110tl%1' 114110tl ' LSTA 18 a 1235 LSTA-18 ++ 1235 (14)Ind 14)1 Otl -- MSTA-18++ 1310 MSTA-18.1 1315 (1911Ud 11H11 od 1640 M5E A-24++ 164D (1811Dd (22) IOtl MST A-24 +1 ,n 2065 MS1 A-30++ 2050 (221End (26)Tod MS1A 30++ Q 7S1A 36'++ 2065 + MSA-36« 2050 126)lOtl 3611%1Y/2 h 7ST1236 3890 MST I-36 3800 (36)10d X 11/2" (8)SIT1 I<151248 3140 MSTI-48 5065 1")10d%11/2' FLATI (B)Bd 10 vLAl Efr, (BI ed TOSIP US LEA6 1210 H6 950 (16)8dx 11/2", 116I8d) (G)lOd%II/21051UU5' Sv114 1U30 SP4 885 (6)lWTO TUDS(6110d TO PLATE 5151N'I@ 1418dx 1112"40 BCAM,14)8dx11/2".TO POST. (4)Ed.11/2 TOBEAM, {4)8dx11/2'TO POST MP34 5251N F1@160% A34 160°6 IICP2 645 (101 TOP x I1/2" IO I ROSS,(10) 10d X 11/2" 10 PIAlE (12)10d X 11/2'j IIII1 -800 EA - 1140 (9)10d K11/2" 101 RUSS,(8) 10d X 11/2" 10 FUEL 11611Od%11/2 - RE 16A 13H0 (28)End TO TRUSS, (10) WS3 WOOD SCREWSTOPOSTW/5/8"THRNDEDROO h6)5D51/4 x3'f0 W6 D,.I i9 -SO51/9'x21/2 W/TI IREAO[D ROD, 2) NUTS/WASI IER/2 PLY MUG115&PHD4A 4175 Sol &HDU4 4565 WASI ICR 2PLY - BOLTS W 1IRLADED ROD 2 N / (16)SDS 1/4 x3 TOWOOO, (37.3/45TU00 fT .I)Dlu VGi &IN]B 4940 (28)lOd Td TRUS$(19) WS3 WOOD SCRBWSTO POSTW/5/8-THREADEDROD • MUG115&PII04A 4175 6665 1115/8 AlR INHIGH SI NGIHLPO%( .EMBED) INCONC,12) 16610 WOO (1)5/8 Al R.INHIGH$RENGiH EPDXY, (MIN. ] 6MBLD.)INCONC.,(12)16d1OWOOD PAU44 2535 6b5 ABU-042 2200 12000 (1)5/8 Ai R IN: HEG H SI R 6NGTH EPDXY (MIND"-EM RED) IN CORE, (I2)16d 10 WOOD (1)5/8'A1 R. I N H)GH.SVRLNGI H EPDXY, IMIN ] EMtlLU.11N CONE., (12)1Btl 10 WOOD PAU66 2380 16005 ABU66Z 2300 Il)3/9 A1i.R.INIIIGLISIRLNG111LP0%Y,:IMIN.]"LMBLD)IN[ONC.'Bolod TOWUOD (1)31 Al R M'111G1{S - ,Oij1LPDXY;(MIN ] LMBLD.IINCONC,(8)10d1OW00D L1 S19..+ 12D5 L1119 +++ 3340 11)3/4 At.R,IN I IIGI I STRCNGTI I EPDXY, (MIN.]"CMBEDI IN CONC, 110)10d x 1-1/2TO WOOD (1)1(2 ATA IN IIIGYISFRCNG711 CPDXY;IMIN ] fMBCD.)INCONC., (30130dT0 WOOD H C L1 S2U8+++ lion LI120H... 1.600 (115/B ATRINI IIGII STRCNGTIIEPDXY (MIN .]"CMBCOIINCONC., (18)lfidX21/2" (1)5/8°ATR IN IIIGW RCNGTII EPDXY (MIN]"CMBCD,)IN CONE, (26)16d %21/2" p. _. 111145 9160 1p14 4235 (1)S/8" A3.R. IN HIGH SIIRENGI H EPDXY (MIN.]" EMBED) INCONC., 126116dX 21/2" I1j5/80.1R INHIGH6IRENGlH EPDXY, (MIN. ]'tMBLU,IINCONL., (26)16dX21/2" U. Q IITT45 5005 IITT5 IIIID011-SDS 5090 (1)1 A1R.INIIIGIISIRLNG111LP0%Y,(MIN.10"LMBLD)INCONC.,(241WSWOODSCRLWS (1)1"AIRINIIIGIISIRLNGlIILPO%Y, (MIN. 10'LMHLO.) IN CONIC, (24) SOS %"x2X"WOODSCRLWS UPHDIII 14395 2,5+ 11810 (1)5/8 A B. IN HIGI I STRCNGTI{. EPDXY, (MIN ]" EMBED) INCONC (14 WS3 W0(}DSLREWS (1)7/8 AB IN IIIGII S? NGTU EPDXY, (MIN. ] EMBED.)IN CONC.,(3)3/4" STUD BOLTSTO WOOD VI IDSA (11]/8Ad.INHIGH Si RLNG1 H EPDXY, (MIN, VEMSED)INCONC (31]/8 STo CIL1S10WOOD 6525 HD]B 6645 1 O%8 7870 M61AA 3475 5330 (1)1/21-VOLT W M I A 6"LMRED & NOT LESS I HAN4 F RO M EDG E OF CONIC W/3/4"DIA II W RAMSEI/RLDHLAD OR CO W/MIN 5"CMBCD INSTAULD IN PACE.(14110d AT l01ST II)3/4AIRINH IQ SI RLNGTH EPDXY, (MI N.6J5'EMBEOMENT)INC.M. U,IOR, (113/4" Ai.R IN H IGH SI RMIGIH EVU�V,IMIN 6]5 EMBLDMENt)IN GM.D FALq-18)lOd 1O BEAM NFM15X12U 25HU ]33U 356/11.25 DYNA BOLT SLEEVE ANCHOR 2710(IOW.) HUSC412 2660(100%) - (10) 16d TO IICADCft, (10)16dT0 WOOD a0) 16d TO I 1 EADCR,(10) 166TO WOOD HUS4121F. 3050 (WOOD) 3635 (18)1/4 x3""WS35[RLWS,.(1013Utl1U - (18)I1/4x23/4 111 EN 9 VER FLANGE)10 EMU, I10 )WEI10 WOOD: 3111(125%1 3265(125%1,. w 1104101E [MDT 1950 Sono I IUC410 MU 1800 4500 WOOD USP(2013/16 1 APPLR+,(10) 10d 10 WOOD Z 3 WS3 SCREWS, 10d Td 118j 1/4 23/4 111 EN 19 PLR FLANGEI9O CMU, (1(j(j(jd10 WOOD. S HD210-21F(CMU) 1950 5000 Cmuo02 (CMU) 180D 4500 TWS(ID) WOOD. USP (20)3/16 TAPPER (10) 10d TO WOOD WO D. HUC210-3 1811/4 i3 WS3 SOiEWS, (1n)lOdlO. 181/4 x23/4 TITCN:(9 PC F(ANGCI TOCMU, (10)1®d TO WOOD H D210-31F (CMU) 195U 5000 (CM0) 1800 4500 WOOD USP (20)3/lfi TAPPER+,(10) 10dTOWOOD 5595 (4)3/8'X4°Wcdg�Bolh Adchors,WOODI41 WS3 WOODSCRLWS 4)3/8 x 4111 IN HD ANCHORS (2 PER FLANGLI IO CMU, (9)1/4X21/28US5CREWSIO WOOD LGUM26-2 2125 GO65 LGUM26-2 SDS 1430. -===.1A I I I I I I -------- I TTCCESS i ===&5� I � A51 Alt Al 1A _ 1A 1A ---Ii I L9!! I 3.1 3_1 I - - I I A15 _ 1A - = F -- 3.1 r I 1GE B1GE 7 8 7 8 I 3.1 3.1B 3.1 3.1B FRAMING PLAN SCALE: 1/4" = V-0" 1A 551 S. APOLLO BLV., SUITE 202 MELBOURNE, llLORIDA 3m89PH: 290.1 3215 www.abdesigngroup. AA # 0003325 ti N U W 0 F 0. r 0 F a r I �7 ! CREEKSIDE LOT #52 P ROJECT# 04321.200 052R1 ,a4s4�. Eta: 4EBB "1828-CALI" GARAGE SWING: RIGHT WAGE: FRAMING PLAN ;� vp P >� -'-4 61) I,l] EXP. C ARCWTECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON 1 AR NO 17305> F, I)ATE: 10 14 19 SATE: 6 PLYWOOD SHEATHING, SEE ENGINEERED WOOD TRUSSE @ 24" O/C, SUBMITS[ ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING 9 AND APPROVAL FASTENER SCHEDULE" # 1175 UPLIFT USP PLYWOOD SHEATHING, SEE HTWM20 W/10 10d TO "ROOF/WALUFLOOR (2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" NAILS TO TRUSS AND (4) 9/4" x 2 114" SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TAPCONS TO CONT R SCHEDULE" ENT. DBL PLY, A PT SYP #22"X6'X4'-0" POURED LINTEL FASTENER BERM FAS CONCRETE EMBEDMENT. STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d A-(1)USP HTA16 TRUSS ANCHOR WITH (9) AND OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO # 1900'UPLIFT (2) USP 10d x 1 1/2" TO TRUSS. FL#17680 SHOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS I1 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) USED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF :..: r 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 HEAVY UPLIFT CONNECTOR BLOCK WALL ) 1/4"/10 x d TO 4 DBL STRAP, 1 EACH SIDE WRAPS UP AND FL#17680 TRUSS AND (4) 1/4" x 2 1/4" I TAPCONS TO CONT CONTINUOUS BOND BEAM OVER TRUSS (NOT SHOWN) (A) USP LUGT2 W/ (5) 1/4"x3" POWERS POURED LINTEL 1x2, 2x WOOD FASCU; WEDGE BOLT& (1'6) 16 GALV. NAILS TO ( .V SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2xSECURED WI (3) 16d (B) USP.RFUS STEEL CONNECTOR WITH (4) GALV: COMMON NAILS. ENGINEERED WOOD 3/4"x6" WEDGE BOLTS AND 1'x2 SECURED W110d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3)16d IF 4 BOLTS ARE USED It AND APPROVAL GALV. COMMON NAILS. e 1x2 SECURED W/ 10d !MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE MASONRY BOND BEAM 12" O/C ! A ALLOWABLE UPLIFT - U3980 LBS, 0785 LBS (2PLY) TAP CONS MIN. 2" SESEE A ALLOWABLE UPLIFT = 1-1:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 1::1310 LBS (4 WEDGE BOLTS IN RFUS)- COVER 2" APART B ALLOWABLE UPLIFT = 1-1:2430 LBS, L:1310LBS (2 STRAPS) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 scALE:3/a"=,'-o" r 1 a 1 b GIRDER CONNECTOR(S) SCALE:-' 2a 2b GIRDER CONNECTORS) �J r (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W1 (3) 12d @ EA. TRUSSES WHERE TRUSS'(DIAG. BRACE TO X-BRACING IS PRESENT AT s fl COVER 5 TRUSSES) 4'-0"O.C. AT SHEATHING 30' 1 TO(SEAMS) O 60 0(3)'X" BRACE (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" f 6' 0" MAX (W/iX4) FROM CENTER TO END. WASHER SET IN NIGH (}R 10-4- MAX (W/2X4)2x WOOD FASCIA, STRENGTH EPDXY 6" Hl SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 lx4 DIAGONAL P.T. PLATE W/ 12d's 8" rd) BTM. CHORD BRACING, SEE STIFFBACK (AS PER O.C. MAX TRUSS ENG) U MAY NOT 41 PLAN FOR EOCATION 2O Od sX@ E CHT RDUSS -J r REQUIRED TO BE INSTALLED @ j v F e H 10'-0" O.C. MAX- { BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR 1 BOND BEAM REQ. f t _ ill1 x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX OR 2x4 BTM: CHORD BRACING END TYPE CONDITION, IF 10`-0 O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN BLOCK WALL W/ GABLE ENDS COMMON NAILS AT EACH CHORD 7 � INTERSECTION TYP. BTM CHORD BRACING I PRE-ENG'D TRUSS scALE:3la^=�'-o° NOT USED 6 scALE: 3/4"-,'-o" 5 � 7 f j K NOT USED Q 1 a THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH1/4"D USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" FOLLOWING T HOLE DIAMETER <2/5'D SGL. STUD 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS OUTER 1/3 OF EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES Lj SPAN ONLY AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND �y HOLE EDGE'>5/8" 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). 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. BTM. HOLE DIAMETER PLATE <3/5`D DBL. STUD �� NOT USED �! 9 11 ALTERNATE. MATERIALS STUD NOTCHING AND BORING LIMITS NOT USED 8 SCALE. 1 1/2 =V-0" 1 0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 3211 18023591' www.abdesigngroup.com AA #: 0003325 r W U W 0 F a 14 C4 4 Fe I tE- LOTz` CREEKSIDE LOT #52 PEtOJECT# 04321.200 052R1 ODEL: 4EBB , Ril "1828—CALI' [,j� ,. AEtAGE SWING: RIGHT a ad GE: i DETAILS E� ARCH11TEC Ia:: STATE OF FLORIDA ,j 0") $ OCT 17 2019 MICHAEL C. ANDERS01 $7;n AR NO 17305 PRI %-FT 10/14/19 DAVS11 SHEET " I 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 BILK - - W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W' 12d's 8" O.C. MAX 0 J CONC. POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W/ (2) 10d's P EACH TRUSS TO BE INSTALLED @ 10'-0- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @a CMU WALL SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W wy U O F Q. U W C F A ti sysDIV. & LOT: CREEKSIDE LOT #52 PROJECT# 04321.200 052R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHFECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 ld DATE: : 10/14/19 SCALE: 1/4"=l'-0" I SHEET S 3 I B WR i PpppipppP VTT SPACING (1) AT EACH END (; IpApApGpA) 2x4 BLOCKING BETWEEN TRUSSES G P (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT TT AND6`-0° Q.C. MAX. I P p P P 1 i BRACE W/ (3) 12d @ EA. 4'-0- O_C_ (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 1 0'-0" TO30'-0" (1) "X" BRACE ppPpP�91G 30'-1 ' TO 60'-0 (3) "X" BRACE PRE ENG GABLE TRUSS PpP11051 (1)"X BRACE @CENTER (2)"X BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2xSUB-BAND ! ppPpPpPp� i FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH L° (AS PER TRUSS ENG) I/ PLYWOOD SHEATHING, SEE S - i h "ROOF/WALUFLOOR- SHEATHING FASTENER SCHEDULE" l o SEE TYP. TRUSS CONNECTOR � DETAIL FOR STRAPPING INFO. E .IONPER. - _ SIDE VIEW 1 x2, 2x WOOD FASCIA — TRUSS MFG.Pa i SEE ARCHITECTURAL 2x SECURED W/(3) 18d ZENGINEEREDWOOD k GALV. COMMON NAILS. TRUSSES @ 94" O/C, r' lx2 SECURED W/ 10d SUBMIT SHOP FP4AW:NGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN Fi 12"O/O ANDAPPROVdL SECURED W/(2)12d's@ PRE—ENGINEERED SEESCH MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS- CONNEC I ION SEE SCHEDULE GABLE END PRE—ENG'D'TRUSS 2 i SCALE N.T.S.51 I W/ HIP RETURN SCALE.3/4 1'-0' i 1 ffa ip•; f� II J r.; E' e% r 3 3 r� P I „a 1 �s F x 113 11 Ji "iM - _. s.; .,:.:.:.. ,,,:. .z-,.. ..>.,,..^.<F»L?'i.'k:':T .�..''4a`R,M ., e1.3s:. 'rSSM1„r .IPs'fRS'.F':a^,4i'At.*.� 'r.,c_".:3`.':i•a 551 S. APOLLO BLVD., SUITE 20� [AELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngeoup.com AA #: 0003325 M 4f W I. v L: t f; I fI a c�z h Z fi SLTBDIV. & LOT:''; r CREEKSIDE LOT #52 �"'OJECT� 04321.200 052R1 MODEL: 4EBB "1828—CALI" �b ,Jk: E SWING: RIGHT ]PAGE: DETAILS i % h 160 MPH EXP. C. ARCHTECT STATE OF FLORIDA OCT 17 2019 ' aL C. ANDERSON 'tee. �•..� �.., . _%, TE: 10/14/19 SCALE: 1/4"=1'—O" I SHEET d 11. c c _® GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER i"A�" _ 'A" 7r ARCHITECTURAL MECHANICAL,. ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. GABLE ENE) '� ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHEF DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3I4". ALL WOOD FOR BEAMS; BEARING HALL BESOWALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, 0 0 0 O O O ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL W OD IN C RN PINE NO.2 OR BETTER R = 1100 R PSI AND A MODULUS OF i 3 0 2 O 0 3 3 O 2 0 O _ a FOR STRUCTURAL :CONCRETE, ACI530-13/ASCE 5-13 AISI SPECIFICATIOI4 FOR THE DESIGN OF PROVIDE 6-MILCONTINUOUS POLYETHYLENE VAPOR BARRIERMEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY- EASED. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL AO0 0 0 0 0 ❑RAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM O O O ALL DETAILS AND SECTIONS SHOW ON THE. DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 0 0 O 0 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 O O O 0 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 0 0 "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS: MORE THAN 1/2 OF HEARTWOOD.' 0 0 0 0 0 0 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DC NOT SCALE THE 0 0 0 0 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIESSHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION SEE NAILING SCHEDULE ON PLANS. 0 0 TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART' WATERPROOFING, FLASHING; SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS NT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 0 0 O O 0 0 OF THE WORK. - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POI ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 2 1 2 2 O PA_-� THE S RUCTUREIS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED O IS CO.. PLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURESAND:AT BEARING L/OCOADT ONSLWNTOHOUT IWOODEN TOPNPLATES.ITH CONCRETE. SEAT PLATES SHALL BE PROVIDED A ASEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED. WIRE MESH: 0 00 0 0 0 DURIN ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING; 1 0 0 TEMPORARY BRACING, GUYS OR TIE DOWNS. _ WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: 0 0 0 0 TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR 0 0 0 THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED, FOUNDATION AND SITE PREPARATION SUPPORTED WITH2"CHAIRS SPACED 3' 0" OO EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND O O 0 O O0 0 0 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.. SEE NOTED FOR SHOP DRAWINGS. O O 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 0 O 0 0 0 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 CONNECTOR PLATES SHALL BE F ASTM THICKNESS OF D SHALL LL BE H MANUFACTURED FROM STEEL O O O TO WORK PERFORMED MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 0 O 0 0 0 O 0 ..GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE; AND AND PLACED IN ACCORDANCE 0 0 0 0 0 0 ,O 9O O "P 0 DESIGN LOADS:. - W! THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL I_3 p O O O 0 2 0 CONTRACTOR SHALL. SUBMIT REBAR SHOP DRAWINGS. FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI 1" 0 0 90 00 O 0 0 : AND VERTICAL BARS. SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED p� ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 0 0 0 0 ( 2 0 2 0 O 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 0 0 0 0 10 psf BTM CHORD -non -concurrent - #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF O O'C 00 0 0 0 0 0 0 0 0 0 1 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 O O DODO 000 DO DODO DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 0 0 0 O 15 pef TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 0 O 0 O 0 O 0 O O 10 psf BTM CHORD (10 5 p(7 psf w/ ASPHALT SHINGLES) 5 psf BTM CHORD psf W/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH $ 0 0 0 0 0 0 a 2 000 D O D 000 3 a DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf 1MNIAN MUM 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 TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. a 3 0000000000 0 0 0 0 0 BALCONY LIVE LOAD 60psf . "kk STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY: LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING °F• �_ ,k- A" WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST -_� HiPRooF .INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-10 (FBCR2017) EXPOSURE C, RISK CATEGORY II) : LAYOUT, SPANS & ALLTRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT PRESSURES DESIGN PR NOTIFIED THE .WIND DE BEARING A CALLED OUT ON THESE PLANS SHALL BE NOTIFIE O ROOF THE STRUCTURAL BEA G S C O S UNINHABITABLE ATTIC WITH LIMITED AFFECT NET GROSS ASCE 7-10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 T FIXED 6 DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS (GROSS) STORAGE:I20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 1 23.79 PSF (33.79) AND DECKS:40 sf, GUARDS AND HANDRAILS: 200psf-,GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. - 49 48 A p PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 2 = 39.48 PSF.( ) VEHIr}LE:GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf,.SLEEPING ROOMS: 30psf,;'.STAIRS; ZONE 3 = 67.16 PSF (77.16) 7 - MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "A"= 4'-0" END ZONE DISTANCE 40psf ,LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE BASIC WIND SPEED: 160 MPH ,..,,.,,. !I "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWING REVIEW: MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE SECTIONS AND PLANS PROVIDED TO FACILITATE THE WIND EXPOSURE: "C° SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT S CONSTRUCTION SCHEDULE; AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS RISK CATAGORY: II PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.. APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY - PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE PRESSURECOEFFICIENT +- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS; DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ' � MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT ALL S�I'HOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUF AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGaaudivii T TEDWITHOUT 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. TRUCTURAL DRAWINGS CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS: GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ROO F DIAPHRAGM ( DAYS UNLESS 7/16" FOR ASPHALT SHINGLE ROOF, USE MIN O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR ROOF/ WALL/ FLOOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHEATHING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS p a AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE ' ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA: SHANK TENSILE STR. ! SHANK 8d 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 Fl664 TOP CORD BLOCKING AT 4! 2. INTERNATIONAL STAPE NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2 CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & ? BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS I I I I Do OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES J t Q - Z LU Z C7 0 HANK GUN NAILS � w 8d RING S Y {dj @ 6" O.CAN FIELD ¢d = o Cn V - (J r Z �. - J _ J.. Z Lu ? 00 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. z Cry O EUld E TO BE STRUCTURAL GRADE) LU Y Z,.. 0 Q U J J Y U 4 a Z. o) O Z . Y Z 'a Y � � LU LU @J Z w U � 8d RING SHANK GUN NAILS @ 12" O.C. IN U E- 0 FIELD or 8d x 2 1€2" SCREW SHANK W m p PNEUMATIC SCREW NAILS @ 12" 0.6 (N Z ,o - FIELD - J\ m z m a TYP.`3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBER: PRODUCIBLE SEPIAS OF S F R PRODUC O E WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT -'� EN G TH0,3000 PSI AT 28 COMPRESSIVE STR G M MP SS PROVIDE MINIMUM CON ND HALL PROET TM a76 A S.ALL AS C SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" METAL FRAMING CONNECTORS SHOW ON THE PLANS SHALL " S PSTRUCTURAL SHE U CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS SPECIFIED IN DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESSOTHERWISE-; COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8 TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. LATEST CATALOG. FO NDATION/ SITE PREPARATION: i .. . _... TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE F00 ZINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING - ->: ;.PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS _ EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 %OF THE SHALL BE3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - MODIIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN ACCORDANCE WITH ASTM D-1 557. TREAT ALL CELLS TO BE FILLED. SOIL !FOR TERMITE PROTECTION. ' FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORSAND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY '_: REINFORCING. SUCCESSFUL COMPLETION OF SITE: PREPARATION EFFORTS. LOCATIONS. FAILING TO MEET THE GEO,TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND.RETESTED AT THE LAP VERTICAL REBAR6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN"CERTIFICATION THAT THE - MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: ' BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE - SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, - CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL -ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy _ 36 ksi. FOR ANGLES, :PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS,AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB ' ANCHOR BOLTS AT THE,COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 +1 PRIOR TO THE ADDITION OF PLASTICIZER I.. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C-94 OR MEASURING, MIXING TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE PICKETS SHALL BE TIME -STAMPED. WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEDTO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION. SHALL NOT EXCEED (10 MINUTES. IF FOR ANY REASON THERE ISA. 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 COM LIANCE WITH THE ABOVE. 'REQ IRED 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 3f4" FOR SLABS, WALLS AND JOISTS 1 112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING. REMARKS _ 1x2 PT FURRING TO MASONRY/CONC. . CASE HARDENED COIL NAIL 1 1/2" LONG.' 8" O/C GARAGE DOOR BUCK TO MASONRY/CONC. 1/4 DIA NO WASHER TAPCON MASONRY FASTENER 8" O/C 1 1/2 EMBED., 4 END DIST, 1 V2' EDGE DIST. SOD, AL EXT. DOORS 1 CASE HARDENED COIL 9" O/C STAGGERED. WINDOW/DOOR/ FASTENED INTO GARAGE DOOR BUCK TMETA OSTRAPOO. 1/2"DIA W/ WASHER EXPANSION BOLT 24" OIC 4" EMBED., 4" END DIST... 3" EDGE DIST. - WINDOW BUCK 1x PT, SEE NOTE 6 CASE HARDENED COIL NAIL 11/2"LONG. - STAGGERED WINDOW/DOOR/ FASTENED INTO MASONRY/GONG MASONRY/GONG. _ CONTACT THiS ENGINEER FOR SPACING REQUIREMENTS �! EXT. SWING DOOR RUCK 2x PT SEE NOTE (2/ 3/16"DIA NO WASHER 'TAPCON" FASTNER 18" O/C 1 1/2" EMBED, 8" END. DIST., 1 1/2" EDGE DIST. NON -BEARING. WOOD WALL TO CONC. SLAB 1/2"° W/ WASHER EXPANSIQN BOLT 24' O/C 4" EMBED. VEND DIST., X EDGE DIST. 2x PT WINDOW BUCK 9" 0/C 4" END, DIST, 1 1/2" PT' TO STEELCOL.,SEE 6.138"PAFx 21i8" : W WASHER STAGGERED EDGE DIST, NOTE 6 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/ ORNOA 3. ALL FASCIA MATERIAL SHALL. BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS.®HALL BE THE STRICTER REQUIREMENT OF THE NDIA OR THE SPACING DETAILED ABOVE DOOR WOOD DOOR 6. WINDOW AND DOOR BUCKS SHALL Bi AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING 00 WITH A 00 00 FRAME. 1 x MEMBERS ARE NAILED AND 2xMEMBERS ARE SECURED W/TAPCON@ORPAFTOTHE SUBSTRATE. 5515, APOLLO BLVD., SUITE1202 MELBOURNE, FLORIDA32901 PH: 321-002-3591 www.abdesigngroup.com AA # 0003325 41!77 W W � V W x � 14 v W A 0 E I � x f 9 E_ �zv. 8e LOT: e+ CREEKSIDE LOT #52 r PROJECT# 04321.200 052R1 v ODEL 4EBB I, 1828 CALI .. G'_RAGE SWING: RIGHT .? IAGE: DETAILS ('1- 6 0 MPH EXP. C � .,� � .. AN'Hil"ECT STATE OF FLORIDA OCT 17 2019 ICHAEL C. ANDERSON AR NO 17305 � �,r..;.mM1nr. 10/14/19 [IDA��TE: SCALE: 1 /4"=1' -�0'" SHEET Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL or Mhimi-Dade iI FLOMDA PRODUCT REVISION EXPIRATION ---- -- ----- *"------",-,-,--- ..... . APPROVAL REVISION DATE . .. . . . . ........ ProductModel ......... - - - ---- ----- ------ I -- - ---- . # . . . ...... ............. Manufacturer .. ..... .......... . Glass Description .............. -- ..................................- ........ ........ -- ------ .......... ---- ......... ......................... ................ ................ I ..... ....... . .. . .......... .... ... .............. .. .. .. . ........ Method of Attachment 1 Building Design Product Design Pressure Pressure 1/4q concrete screw 6" edge distance @ head, 4" edge distance 9 Iamb, 4- —each side of transom centerline to bucking. fastener spacing @ 15" o/c max. @ head and jamb, R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" ------------ - --- - ----------------------- -- -- ----- ---- — ------------------ -------------- I ----------- ---------- ------- --- - -------------- --------------- ------ ---- — --- — — --- ------------------- - --------- — — - — ------------- Type 1: 3/16" or 1/4" ELCO Ultracon anchor W'max, from corners, 113/4" o/c atjamb, 16" @ head. 11/4" embedment. Type It: 3/16" or 1/4" ITW concrete tapcon anchor, 6" max. from corners, 7 1/4" c/c at jarnb, 10 114" @ head, 11/4" embedment. Two R12 4130/2020 SH Window Ply Gem 1500 Ply Gem Non Impact additional tapcons mildspin and one at lower frame required vertically each side. Install per manufacturers recommended requirements. (+38) (-48) (+50) (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor C'max, from comers, 14" o/c at jamb, 10"I @ head, 11/4" embedment, Type It: 3/16" or 1/4" ITW concrete topcon anchor, 6" max. from comers, 8 1/2" o/c at jamb, 6" @ head. 11/4" embedment Eight additional tapcons top and bottom required horitorrtallv, one mildspan vertically each FL16100.1 IRS 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gern Non; Impact side. Install per manufacturers recommended requirements. N/A N/A .......... -- ----------- ........ - — --------------------- — ---------------------------------- ------ -- ------- - ------ Type 1: 3/16" or I14'ELC0 Ultracon anchor 6" max, from corners, 14�'o/c atjam i;1 @ head / sit[, 1 1/4" embedment, Type H: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1,14" embedment. FL16104.2 R5 11/30/2022 Fixed Window Ply Gen) 1500 Ply Gem Non Impact Five additional tapcons top and bottom required hontontalty,two midspan vertically each side. Install per manufacturers recommended requirements. (+38) (-48) (455) 05) 1/4:'concrete tapcon anchor. 2 112" minimum edge distance. 6" max o/c from corners' FL14634,1 R3 Builders Series 4780 wl and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. 12/31/2019 Sliding Glass Door Sill Riser Ply Gem Non Impact (,33) (-41) (+So) (-50) A# 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side'' of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb, 4� FL2WI,17 R4 12/31/20 1 Opaque single door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" (+36) (-47) f+47) (-47) with transom FI-16107.3 R10 12/31/2020 Dou-ble Garage 16.20 73 W6 Clopay N/A 3/8"x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Door (+29 W (-35) (+36) 1 (-42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at Teast 31W dia heads, long enough to penetrate through plywood or3/4" into boards. Use 4nails per FL7006,1 RIO I2j3tN20 Roof IKO Cambridge N/A shingle placed 6-1/8" above the butt edge, approx. I" and 13' frorn each end and 112" above each cutout, Drive nails straight so that nail head is flush with, but not cutting (+36) (47) n N/A into shingle surface. Miarni-Dade approved corrosion risistant tin caps and 12ga. 1-1/4"ainnuiarring FL15216.1 R4, 12/31/2020 Underlayrnent Rhino U-20 fnterweb N/A shank nails spaced VO.C, at all laps and three staggard rows fastened 12" O.C. in the (RS) (PENDING APPROVAL) fieldN/A . .. . . . . . . . ................... . . . . . . . .......... . . ---------- --------------------- . . . . . . . Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shaft be used in OFF -RIDGE VENT WITH the HVHZ). Nails shall be located I" from the edge of the flange and 8"O.C, along all F1,169183 RZ 9/9/2026 Off Ridge Vent BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with mafing N/A N/A cement/mastic. all loosened shingles shaft be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Ccillar, Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing, Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nalls, Fasten Base Flange w/(1) nail ea corner @1" from edge, Fasten each Side of Base Flange using (3) nailes spaced nominal S" apart and V from edge, Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge fora total of 22 FL3792 RII 8/16/2021 (alternate) 770-0 Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A Manufacturers installation instructions, AOR is not responsible for Errors, Omssions or interpritations of this Installation Method, AOR is not responsible for Errors, Omissions or misinterpretations of this installation Method. FL24161.1 NONE 12/31/2020 soffit Vanform Soffits PlyGem WA F1.24161.1 '(+31.6) / (-3&8) 1/4" x 20 stainless steel or ELCO Parlelmate with minimum embedment �@I 3/4- 1 �n Ff.16291I R2 12/31/2019 Hurricane Panels 24 GAGE Hurricane Storm concrete I masonry, 2 1/2" min. edge distance, 12" o/c max. spacing, Can be headed Less than 6' span panel MFG, WA screw or all thread but with wing nuts. N/A + or- 20 ip.s.f, ............ ................... .................. ............. —........I......... ............... ......... ........... 1/4" x 20 stainless steel or ELCO Parielmate with minimum embedment @ 13140 in FL16293,1 R2 12/31/2019 Hurricane Panels 24 GAGE HumcaneStorm WA concrete/ masonry, 2 112" min, edge distance, 12`o/c max. spacing. Can beheaded 6' span or more panel MFG. screw or all thread but with wing nuts, N/A + or- 20 P,51, In tall per manufacturers recommended requirements. FL17147.1 R3 612112019 Zip System Sheathing Wall Sheathing, Huber N/A N/A N/A - — ----------- 551 S. APOLLO Bl SUITE 202 MELBOURNE, FLORIDA Rl A 1 32901 PH: 321-802-3591 www.a0 0 combdesigngrouilaxom AA #: 0003325 SC'F L�JCIE OIT N, TV, MASTEO, PA a PROJECT# MODIE1, E XP R%Fj S- f I T N( I T T7 GARAGE SWING: PAGE: N11PT-1 E CJ' xP. ARCHITECT STATE OF PLORIDA OCT 17 9 MK'! `AFL C. ANDERSCN 6R NO 17305 (PRINT 0,77 7� DA'rE:- 9 SCALIC. I/1114"=C-0" 81-IEMT "AWN L:�ATE Tledlg