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HomeMy WebLinkAboutBuilding Plans2 8 C A -1430 CUB � RIV_ NE�n h'.,.T J u=sDi' .?. ° - .'U' 7Z3 —7091 2 aLx: (321) _` 34 ,s-7 2 . REVISIONS�m DESIGN CRITERIA: ABBREVIATIONS INDEX O1' DRAWINGS STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: p� �TN iWI�A DV11�1/JLL\G CODE, �+�+�++�++N I .-1BV ABOVE LAV. LAVATORY DATE DESCRIPTION s 7�1� 6TH EDITION (2017) .VC AL AIR CONDITIONING E ADJUSTABLE LUM. M.C. LUMINOUS E MEDICINE 01/26A8 _ CD'S ISSUED ARCHITECTURAL SHEET # DESCRIPTION -ALL LOCAL AND SPATE CODES AL:I ALTERNATE MFR. MANTJFAC UiF.R 0145118 2011 FBC UPDATE DR HORTON HOMES .00CUPANCY — RES)DENTIAL, GROUP R3 VIP ITD. AMPERAGE BOARD MN. M.T.METAT,iIIRESHOLD MrNiMTM 01/16/18 - CD'SRE-ISSUED PG CS —COVER SHEET 1430 CULVER DRIVE NE • CONSTRUCTION TYPE — VB cT. CAB CENTERLINE CABINET MTD MTL . MOUNTED METAL 02/21/18 SIDING ELEVATIONS ADDED PG GN—GENERAL NOTES PALM SAY, FL_ 32907 •MIN. INTERIOR FINISH — CLASS B3/26n8 CLG. ('LR 1 � CEILING CLEAR NTS. O.C.00ON NOT TOSCALe CENTER ' cDs-18suI=D PG Al —FLOOR "PLAN "D" •BASIC WIND SPEED — Vult=160 MPH (',ON(:. CONCRETE PL PROPERTY 04/19/ls FOOTNGREVISION PER M.BOWES PG A2D—ELEVATION TEL: (321) 733'-7092 V8Sd=124 MPH CPT C.T. CARPET CERAMICTI.E P B PIT PUSH BUTTON PHONE 06/2146 CD'SIE-ISSUED PG E1-ELECTRICAL PLAN FAX: !(321) 733-7972 • EXPOSURE el —STORY RESIDENCE — C — D. DTIL DRYER DOUBLE DUAL PIT, PLYWD. PR. PLATE PLYWOiDD PAIR 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG P1—PLUMBING PLAN I).(". GLA7ED J5 •.2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DTA. DIAMETER P.T. PRE:ssi TREATED 02n2/19 PLAN MAINTENANCE PG M1—HVAC PLAN AND STATE CODES DIM. DISP.1 DIMENSION DISPOSAL R. RAD. RISER RADIUS -.- 03128/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG DI —DETAILS .. STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. D>>; DR. D.S. DTL.I D.W.DtsHwnsHrR EA. FLEV EQ. EXH I FXT "x F G. FIN. FLR, rL`UT R. FR.i FTG GA. GAR IDISP. GT Li C:L. i ',; GYP.IBD H.c H.C. 1 HDRJ WIT. OR HT I\S(O. DEEP DOOR DOWNSPOUT DETAIL' EACH ELEVATION EQUAL. EXHAUST EXTERIOR Flxrn GLASS;y.,, FUEL Gres FINISH-. FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE 6ARBAGE&DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPS UM BOARD HOSEBIBOTHERWISE HOLLOW CORE HEADER HEIGHT INSULATION. INTERIOR' R.A.G. REF RM. R.O.ROUGH S.c s D S H SHT SHTHG. S sim. IM. ST.. i ST. GL. STD. WS .TEMP. HK. T.QC: T- P. T TYPP. TYN.O V P. w." W/ ,, WD. WDW. W/H W.1' � - RETURN AIR GRILL REFRIGERATOR ROOM OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLmrNG' SLIDING GLASS STANDARD SHEAR WAIL SECTION TEMPER ED GLASS THICK TOP OF CURB : TOP OF PLATE TOPGFSI.AI3 TYPICAL umrm NOTED 'VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON 04124AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATWN (MELBJ PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS SQ.FT. CALI. S 04/24/19 REVISED HVAC VOLUMES ON SOFT CALC 504EDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) LIVING 1916 SQ. FT. GARAGE 430 SQ. FT, ENTRY 16 $Q• FT. LANAI 80 SQ. FT. TOTAL 2442 SQ- FT. A/C VOLUME 16411.6 CU. FT. O6/12/19 ADDED LED LIGHTS ®KITCHEN t BATHROOMS PER MARK BOIIES 0T/19/l9 ADDED STONE OPTION ELEVATION C t D (TAMPA) 09/11II9 ELEVATION Ys' SIDNG-ADDED LOUVER to GABLE ROOF ' STRUCTURAL SHEET PG PG PG � PG PG PG PG PG PG PG PG PG "— Sl—FOUNDATION PLAN S1.lA—DETAILS S1..2—DOWEL PLAN S1-.2A—DETAILS S2=LIFT BEAM PLAN AND NOTES S2.1A—DETAILS S3—FRAMING PLAN S3.lA—DETAILS S3.1B—DETAILS S3.1C—DETAILS SNl—DETAILS PAI-PRODUCT APPROVALS � �gSCRIT)TICN 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 5172w TOM F�P I7 U co k' ifs W El qa ,l 'r 9 it FCT, �REEKSIDE LOT #56 PROJECT# 04321.200 056R1 dODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT .AGE: COVER SHEET i 160 MPH EXP., rn� H . CTZ STATE OF FLORIDA DATE: 10/17/19 SCAL,E:1/4"=1'-0" ` SHEET I GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (F CR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION L THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE C. SOUTHERN PINE INSPECTION BUREAU: m DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 13. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER a ARCHITECT. D. TRUSS PLATE INSTITUTE: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. NATIONAL DESIGN' STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) r PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL E. APA-THE ENGINEERED WOOD ASSOCIATION DISTANCE FROM THE NEAREST EDGE OF THEFOOTING. I. ENGINEERED WOOD CONSTRUCTION GUIDE � � 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES AND PAVEMENTS " ' SLABS STEPS ATS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN T E o LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL; CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CH APTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. C, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4 NOTCHING OR GUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. E i OR THE FAILURE OF THE BUILDER TOCARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CC DES, r{ 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5 WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 'I 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACT R SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- On BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REOUIREMENTS, 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 11 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX, K ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ET C. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. v 1 GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 8. 9. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. POSSIBLE. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P 2603:2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION 2. AS PER SECTION R3OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS BE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OFRE I RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2( 2) AS MODIFIED BY TABLE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE. CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, "THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVENO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, �1 .GARAGE NOT LESS THAN 2 COATS, 1/2 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. Iz 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH II 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BYINOT ASTM-C926 & ASTM-C1063-12a. `I LESS THAN '/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEAtH#"I'ABITABLE ROOMS SHALL BE 3.' LATH & ACCESORIES PER ASTM-C 1063 11A & R703 7 T ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED T 0 4 SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 It 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT ,. PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION D P o ETAILS 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 - 1 1A AND R703.7 FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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 MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) ■ 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 i! PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 k' w 0 U �w �w q r q t IUBDIV. & LOT: F CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL. 4EBB "1828-CALI" 'ARAGE SWING: RIGHT PAGE: " GENERAL NOTES 160 MPH EXP. C � AFicFifl�cT: STATE OF FLORIDA OCfi�1'1�Y6 ( MICHAEL C. ANiDE I", A Nb 17305 DATE: DATE: 1017 19 / / SCALE: 1/4"= V - 0" S, HLEET G WINTER ICE BARRIER FLOOD AIR I MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZINGIANUAL TEMP REQUIRED" INDEX' TEMPI 42 NA SEE SURVEY NA _NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.9°l THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION F15C, R302.10.1 THROUGH F5C R302.10.5 12'-4" 101-01, 211-011 101-411 I 101-011 31-411 _R J COVERED LANAI W-WCLGL (2) 3052-SH bobs S.G.D. EGRESS 7 F-1 LIVING ROOM DINING OWNER'S V-81 CL& eSUITE ROOM V_v CL& Dili CL& 2XS r -1111 -51, 4'- 4 11 Al I 1 oil1 10) 8i-01 3: IV - V. d) F� SH J -A- R'S 0 TS C. 7--- 1 B A:TGH W.I.C. Dial NI ly-v a& IOPTJ Ic C. V. IRE F il L -SHLUR. PAN -,3 1-0 z%9 b24 SINK IR-& \7 KITCHEN I LAUNDRYI d) I 2. V-&' cLrL V-v CLCL 1 k 0- �j wi 11 PAN. In 21-4 RANGE buo 0 0 w-s" CLG 1 all — 0 0 10 u 3-SH V. II BEDROOM #4 EN C. 81-8D1 C" >: 0 d) d)d) I IV d)f _ Ir —8C4 111-011 Z v'-1511 0, 0 011 3'­4` v 41-011 IV 11 Ln Lu mLu FdA)F Ise \RA BEDROOM #3 T Mt % II r Or-02"x54' ATTIC C. L BOLLARD) 1 G. II AS REQ. PER BLDG. I LA�v '. I II= QI I CODE 'p It ' leA" .4 :5 BATH #2 d) 61-61 CL& G�NSLE RO(IFFS tl V14ALLS BEDROOM #2 Vi CL& J n, 4 0 .... r 66(2) 3052-SP T�W o A, EGRESS iW'-� 0 4W - GABLE ROOFS 1W 0 �� 46' HIP ROOFS 10-2 1. OFS 14'-0' F�� r S 1 fmol 341 A lum I dop'm (10 � 7 5 ukA, NtAc -it 4 fim* io ab t�,wws, FIGURE 8301,2(7) COMPONENT AND CLADDING PRe$$URE ZONES > 0 AI II LIN 1. II - V. - FOYER V_v CL& -3068 W/ 36"X12' TRANS. —ENTRY W-V CLAL 'l 31-1031-10,11ro 11 / 2'-8' GARAGE W-W CL& EXTERIOR MASONRY WALL 5W_s HEIGHTS 1 77-1 51-81 5R3. 111-411 15firk SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 191ro SQ. FT. 430 SQ. FT. Iro SQ. FT. 80 60. FT. TOTAL 2442 5a. FT. A/C VOLUME 16411fo CU. FT. I.: �bc bj24o� jffP j' OPEOW SWNIE ZOE IW WH 011) M REMARKS fy AM TYPE FOOTAGE 41. MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 32/-4� PR MIN. CRITERIA S.G.D_ MIN. 72 5 30/_31 CRITERIA 60-10 O.H.0- 56 Iroolo O.H.D. 112 5 30.9/-34.4 SOFFIT N/A rp 31AW-38.8 c _68231 IF ROOF TILE 'N/A 3 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL I PRESSURE COEFFICENT = f 0.18- BLDG. CAi jj E)CP.—C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DAIS 03/20/1 TOP PLATE Q ry C BAR DETAIL A SCALE: I i ARCH DTL. 13 /SCALE: 1/2 m 11-0' F1 I I FLOOR PLAN 21-511 SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UJ/ RETURN PLENUM AND RETURN AIR GRILLE- - VERIFY CONDENSER PAID LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARA9t AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORG NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID OR HONEYCOt%jB_CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE FLORIDA3290 PH- 321-802-3591 www.abdesigngroup,com AA 1#0003325 V1 Q; o 61 >1 0. d Ell s 0 4,07`77 CREEKSIDE LOT #56 PROJECT# , 04321.200/056R1 11' MODEL-- 11 I L11 4EBB 1828—CALI GARAGE SWING: RIGHT PAGE: FLOOR PLAN r -160 "W"T, ARCHITECT: I STATE OF FLORIDA OCT 17 2019 MCHAEL C. ANDC�RSON AR NO 17305 Mm uATE: 10/17 1 CALE:1/4"-1'-0" Z�"BEET Al EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT ITYP.J -- --- ITYP.J---_--- -�+/-19'-0" BLDG- HGT. N 0 SHINGLE ROOF EQ. EQ- FYPON LV12X24 W-- OR EQUIVALENT 12 BKTIIXI-t OR EQUIVALENT EQ- EQ- 12 WAI 1 W 1 12 1 1B WAI WAI t 8' 8" BRCS. HCsT. WAl a - A - — - U WA _ 8' S" BRC. LGT- 8' S" 6 ----- --- -- � IIE �-- - _7B - - - - BRCS HG7. ------------ ------------------- —� 8 BRCS. NCxT. -a" I A OPT. COACH I -0 -011 16'X62' FYPON I / LIGHT DECORATIVE 45 8 4B SHUTTERS OR A P TYP_ - ®® A A 4 EQUIVALENT ❑ A ❑ ❑ 4' RAISED TY BAND (TYPJ II -0'-0' IN. FOR.$_I 0' 0F"F_R. 0 -0" FIN F I v _ ----- -7 II o0'-0' FIN = -P - FRONT ELEVATION REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH SCALE: 1/4 = P-0' TEXTURED FINISH 8 -a" BRCS. HCzT 0'-0" FIN. F=LF, 1" IIN. 4" SRADE NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT 8 8" ERG. �CsT. 1-0 0'-O' FIN. FLR.� -- 12 6� 11AE3 I 4B A r I I TYP. II OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT LEFT ELEVATION SCALE: 114 P-0" TEXTURED FINISH OFF RIDGE VENT 4B TYP. II 12 I IIEE3 �6 -vim — — i— —N 12' 11-0' ' l 0 �8'-8" BRG. k4GT. (\ 1'-4' `t 0'-0" FIN. 8'-8" BRCS. LC7. oO'-O" FIN. FOR. L v DECO. DTL. A SCALE: 1/2 = 1'-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 SQ. IN. MIN.REQUIRED VENTILATION 4X 1176 IN UPPER PORTION OF ATTIC 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA == 138 SQ. 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 (netfree area) LINEAR FEETOFSOFFIT REQUIR 67.20 F W w 0 E 0. U ul 4 F Q r SUBDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 60 MPH EXP. C ARCHfTECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 17 19 SCALE: 1/4"= l' — 0" I COVERED CE IL INGc LANAI MTD. LIGHT I TO BE INSTALLED, PROVIDE J-BOX FOR I PRE -WIRED OPT. FAN �p CLG FAN pe LIVING ROOM BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP ERiANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F C 6TH EDITION (2017) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GIN • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 6TH EDITION (20I7). • 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 POOR II ED (2017). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FRr ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. CpJ EDITION R404.1 I' I II. I� � �'L• I I © 0 SUITES 6'-h' / - PRE -WIRED / /� CLG FAN / / PRE -WIRED CLG FAN 0 I \ `\ S/COI h 0 1T 17 ® �L SWITCH IN OUTLET � L CABINET FOR DW / 1 GFI •I 0. � I L q�f J GF L GFI BATH j I oPr. / F% W.I.C. \\ / D� I 41 REF I j SINK �� `� 1 -- - V b KITCHEN LAUN. CsF I J \ RANGE itiCsFl GFI '0-IN p TT _ I F- BDRM. #4/ \� DEN HOOD WIRE W/ OUTLET FOR FUTURE MICRO I ® Co S-D PRE-WIRED LJ BDRM. 3 Li" CLG FAN -IN\ i a/c 1 R A -t7 PRE -WIRED CLG FAN � - I GFI �44'AFF. `u'44-AFFH . ') U 11 GARAGE DOOR L L 1 \ Z BOLLARD 1 GOND� _ AS REQ. -WALL MOUNTED PER BLDG. \ LIGHT W/SWITCH IN CODE n III BATH 2 I \� ATTIC GFI KEYLESS OUTLET BDRM I2 FIXTURE I� �, METER FIELD •I / FOYER QII IRRIGATION OUTLET o_ ENTRY 48 A.F.F. GARAGE GFI PRE -WIRED 70 1 CLG FAN / I CsPI �P B. FOR \\--------------------- -- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' DINING ROOM VERIFY LOC. I � I I I I � I I I I m LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ SINGLE LAV. OWNER'S BATH ® BATH "2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE Ml &tH EDITION (2011 LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-IR" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN +PIG CU IN 2- CONDUIT OR 3 •4/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE 8OFFIT • OVERHANG-) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/IP MOB TELEPHONE SERVICE CA9LE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FCOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (201T). 5/8" PIA X S FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325ii F W 23 U w �o 0. G w O F A SXMDIV. 8e LOT: CREEKS IDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP. j ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 10 17 19 SCALE: 1/4"= V — 0" 1SHEET 61 EI 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 J www.abdesigngroup.com AA #: 0003325 A m � � II 1 ® t{ry F f E Ij M yT ~ry, u II 4:1 p�V { i1 Lgg i . Tf ZF I I I ktl a3 Ij �1 Lu l;. Y All rpY �1 kt f a:5 f � solo VA3 CREEKSIDE LOT #56 11 PROJECT# 04321.200 056R1 ODEL• 4EBB "1828—CALI" ^GARAGE SWINC?,d a RIGHT t AGE: PLUMBING PLAN ,a (160 MPH EXP. C ARCHrrECT• r STATE OF FLORIDA is MICHAEL C. ANDERSON AR NO 1730a PRINT 1917 'DATE: 10 / / SCALE: 1/4"=1'-0" SHEET E. ` w k� �T7 �i a. L. l# 0 F. � q F r F+ j i a CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: y 4EBB "1828-CALI" GARAGE s WING: ' RIGHT :.GE: HVAC P. PLAN 160 ��.PH EXC wj M cfi / / 10 17 19 : 1/4"=1l-0" SHEET 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE Bt. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX 0'-0. FIN. FLR PRE-FAB TRUSS 2X4 WOOD STUDS ®24 O.G. SLAB NOTE. STUDS IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON 1,' OS$. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 71 2x FASCIA PER - Yf= ELEVATIONS TYP. o.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR "" DIA. SLEEVE, D NOT GUT =BAR PEA BOND BEAM SOLID GsROUI W/ (I)- *5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A�PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0" 5/8, GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER E=I.E CN SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION �—R-4.1 INSULATION WINDOW ATTACHMENT III Iy/ AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. i 8' CMU 1/2' GYP. WL. BD. WOOD BASE — - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON �6' O.S.B. SHEATHING OR J' CDX 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. FLR L n W/ WINDOW OPENING n 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 D1 SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48roc3 TYPE IV, OR ASTM D 675l CAULK AND REAL LME 11, PVC BLEEVE FOR GABS LINE a. CMU 141 67P. ILL. BD. I�WOOD MAW 2B GAS LINE THRU BLOCK D 1 SCALE: In'.1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON in O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE /I TY_m' P. MTL. DRIP EDGE-'/ o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS i 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL L TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALv.STEEL— APPROVAL REa VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REQ. 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. Um ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2"=11-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS _ PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER 1 _O, FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS A W/ WINDOW OPENING n TYP. WALL SECTION L NO OPENINGz (3:)1-ST0RY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g n g ro u p. c o m AA #: 0003325 El N W U N 0 E 0. V3 r7 W A F Q 64 SVSDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: SCALE: 1/4"=1'-0" SHEET SECURE 2x& MIN. TO BLK W/ (2)XlXB' A -BOLTS 4' EMBEDMENT MIN. UJ/ 20X2'Xya WASHER AND NUT SPACED EVENLY FROM FLOOR Ti GARAGE DOOR H IN JOINTS PRIOR TO FILLI ::,]I `SECURE 2x4 ON � FLAT TO 5LK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR SUCK UW CD) VXS' A-501-TS 4' EMBEDMENT MIN. W/ 2'X2'>(4 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/l))j'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XYs' WASHER AND NUT. - INOTES: I J ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERI SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE:In'.r-® 8' CMU -.VY2' DRYWALL 1'X4" OR 1'X2' P.T- NAILER lx4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ %' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING; \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y41) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: N.T.S. 2X4: SECURE TO 5LOCK W/ Wb' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6=® SECURE TO BLOCK W/2-3ft,' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE[)3b0 MIN. EMBEDMENT 1 )4') WITHIN 8' OF EACH END 4 8' CMU 15' O.G. MAX SPACING. )6" DRYWALL 2X8:cm ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-3(6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 [DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM5 JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" %n1 WINDOW TO BLOCK +1-1/2" '' SCALE: N.T.S. 2X4 SECURE TO BLOCK W/ ! TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.G. MAX SPACING. MUST 5E ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO 5LOCK W/2-3/(t,' NON-STRUCTURAL 3,f6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 all CMU MIN. EM5EDMENT I Y4')' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® ❑ SECURE TO 5LOCK W/2-%l N6' OSS.:K 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EM5EDMENT 1 1449 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM5 JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TO 5LOCK W/ 3%bl TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EM5EDMENT 1 ).') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O-C. MAX SPACING. MUST 5E ON OUTSIDE 4 2X6tm SECURED THROUGH SECURE TO 5LOCK W/2--%,- NON-STRUCTURAL 3(6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EM5EDMENT INTO 5LOCK MIN- HEAD SIZE 300 MIN. EM5EDMENT I Y41) 8' CMU WITHIN 8" OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. 2X8 1'X4' OR I'X2' P.T. NAILER ❑ SECURE TO 5LOCK W/2 DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. EM5EDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM5 JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW D TO BLOCK +2 1/4" SCALE: N.T.6. 2X4cm SECURE TO 5LOCK W/ Wr,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO 5LOCK W/2 -W6' NON -STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EM5EDMENT INTO BLOCK MIN. HEAD SIZE 300 g' CMU MIN. EMBEDMENT 1 Y4') }j' DRYWALL 7jr WITHIN 8' OF EACH END 4 lIX4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING- El SECURE TO BLOCK W/2-Wb' TAPCONS DOOR CASING (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') DOOR JAMS OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IVO.C. MAX SPACING, MANUFACTURES DETAILS. NOTE: SWII'I AS MMPEP TO P Rq5 JAMIS fPO NOT Ex =01'i ) DOOR JAMB TO BLOCK +3" E WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ )(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.C. MAX SPACING. MUST 5E ON OUTSIDE 4 2X6:® SECURED THROUGH! SECURE TO BLOCK W/2-�(6 NON-STRUCTURAL NW TAPCONS(MIN. SHANK 51ZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO 5LOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 Y1 DRYWALL 18' O.G. MAX SPACING. 2X8:® I'X4' OR 1'X2" P.T. NAILER ❑ SECURE TO BLOCK W/2-WW' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE 5TT CTURAL MEM5ER 145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX (ATTACH MIN. EMBEDMENT 1 Ya') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMS OR WINDOW 18' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM5 JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3' WINDOW TO BLOCK +3" —N.T.S. SCALE: 2X4= SECURE TO BLOCK W/Y4' TAPGONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST SE ON OUTSIDE 4 18" O.G. MAX SPACING;. SECURED THROUGH 2X6:® NON-STRUCTURAL 3(6" SECURE TO 5LOCK W/1-1/4' TAPCON MIN- 1414' TAPCON5(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EM5EDMENt 1)14,) " CMU %� WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2" P.T. NAILER 2X8 ❑ SECURE TO BLOCK W/1-1/4' 3(6' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIRE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 15' O.G. MAX SPACING;. %A ANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PWMp JAMp (DO NOT ExCEEP J5') DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO 5LOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST 5E ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO 5LOCK W/1-1/4' NON-STRUCTURAL �(6" TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO 5LOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4' DRYWALL IS' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8 SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' D.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iu1 WINDOW 1 TO BLOCK +3 3/4" SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U rQ ti F ti V W 4 F Q E4 SUBDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 00 ARCHrrECT. STATE OF FLORIDA OCT II"AW MICHAEL C. ANDERSON AR NO 17305 DATE: 10/17/19 SCALE: 1/4"=1' — 0" SHEET �2 Gale `Vl 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 a 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WIRE, LAYER &2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERY.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM gINSTALLED PER I.J \ e TO LATH SHALL NOT CAP MIN. BE CONTINUOUS 6' TO S' 6' TO S' THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 IN,PLACED FLAT MAX. 6' TO On 1.10.1.4 \ FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITICI>V\ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A 0 I. FOLD INWARD • PT. A Z. CREASE a PT. B 3. CREASE • PT. C . IT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES II FELT 11NDERLAI'MENT SHINGLE ROOFING-_/ DRIP EDGE: OVERLAP V, EXIMND IR' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX. / O1. FOLD INWARD • PT. A s. CREASE • PT. B NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN.' LAP ® METAL LATH I� LATH VERTICAL LAP TO BE P — METAL LATH L" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/J' = I'-0' "AKIC KO UT DETAIL WRB LAYER 01, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD£ NOTE: SHEATHING - SIDE 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 0Z415-IN. (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (225411'1). AS PER ASTM CI063 I.S.I. uC0S1=8 - in THICK, 3 COAT CEMENT PLASTER - METAL LATH - WRB LAYER 02, FORTIFIMR BUILDING PAPER -WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP .5' LAP • LATH 3" LAP e PAPER IN 5 LAYERS, EARZ HORIZONTAL LATH MAY BE PATCHED RS & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ® 1. FOLD INWARD • PT. A 2. CREASE • PT. B 3. CREASE • PT. C x 4. FOLD PT. C OVER PT. B TILL Pr. C TOUCHES BCrrOM FLANGE L BOTTOM v FLANGE WATER TIGHT SEAL. FOLD, DQ NQ1 CUT. THICK, 3 COAT CEMENT PLASTER (FRAI 1/2' 7 COAT CEMENT PLASTER(CMU) WRB LAYER 02, FORTIRBER BUILDING PAPERlFRAI'B ONLY) WI LAYER h, S7UCG0 WRAP(FRAt-E ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB Ate. I Yl ABOVE BHMGLES (P%6ME ONLY) FR OR CNN \ Ex1ERERIOR 1 FOOFAUALL INCREED \' Sx5 WALL FLASHING Qo J n -KICK-OUT FLASHING (SE DETAIL) FASCIA WRAP WATER TIGER SEAL (BEND OR SOLDER DO NOT CWT) ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR -WOOD SHEATHING OR CMU -LURE LAYER 01, STUCCO LURAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP LURE 4 TAPE OVER ROOF/LUALL SCREED 5"X5" 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT LUALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S- 4'x4' SELF -ADHERING: MEMBRANE FLASHING: (COMPATIBLE W/ HOUSE � WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE In OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N.T.S. 6'x6' SELF -ADHERING MEMBRANE FLASHING: (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING: MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTINBER BUILDING PAPER METAL LATH ---&'x6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' SELF -ADHERING MEMBRANE FLASHING OVER APPIWI HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE —� FLASHING OVER APPROVED HOUSE WRAP. - FLASHING TO EXTEND ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING; ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plastering Exterior use of Portland cement plaster shall (;omply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall Comply with ASTM C 1963-12A. N TfRATION DETAIL (FRA1�E) DRAINAGE RL)4NE CLR5 �-)4YER #1, STUCCO I.UR)4P) WR5 LA�'ER #2 CFORTIFI5ER - - - - - 5UILDING FAFER) 1"IET)4L L)4T�4 X X X X STUCCO WOOD SNEAT1 4ING OR _1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FL)4SHIN - - - NOTE - 1"1ET)4L LAT�4: LATH TO 5E PER SECTION R-103-7.1 / )45T1"I C-847-09, 1*IIN- 2.5 L55. fi ER SCE. *rARD (UT I L I T�' OIR NOl„C INAL LAT1 4 DOES NOT 1"CEET SPECIFIC)4TfONS) 551 S. APOLLO BLVD.. SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F U W O F 0. v W 4 F A SUBDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SIVIII RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHffECT STATE OF FLORIDA V / OCT 11 2019 .=" MICHAEL C. ANDERSON IlIlk AR NO 17305 FPRINT 10 17 19 DATE: / / SCAT 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 41 -STUCCO WRAP I 1 i i X X X DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -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 50 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, ya' 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 of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH UJRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LECEND DRAINAGE PLANE (WRS LATER *1, STUGGO WRAP) WRB LATER *2 (FORTIFIBER — — — — — 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR -1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO SE PER SEGTION R-163,11 / ASTM G-04-1-09, MIN. 2.5 L55. PER SQ. YARD (UTIL111 OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METED VERIFY LC STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF- SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' / NOTE: IF ZIIN SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ENT PENETRATION ri SCALE: N.T.S. STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- 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 ISOCYANOTE-POLYBLEND FOAM "T mot' 1171711 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC- WIRE PENETRATES �... ,.,� .. u. O SCRATCH COAT LARGER THAN THE ELEG. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOiR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING — APPROVED HOU-SEWRAP 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 STEP :'I STF '*=-3 y •..... p ., ,. .O G. •O O. o. .o 0. -1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION ; •`, FINISH • WOOD ;U FASTEN TO WOOD STRJCTURAL 8' GMU MEMBER • l' O.C. MAX TOL MID-WAL W S WEEP SCREED u_ 4J -- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEMURED FINISH • MASONRY 75 HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER MI ST F '*2 k' WRB LAYER *I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING -- FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F # i ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F #5 ELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 0 0. rN ul WEA Q F 8v83DDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrFECT. STATE OF FLORIDA OCT 17 2019 �ARLNC �173 PRINT 19 17 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET U1 DRAINAGE PLANE (WR5 LATER #1, STUCCO LJRAP) WRB LAVER *12 (FORTIFIBER 5UILDING PAVER) METAL LATH STUCCO WOOD SHEATHING OR 7/16" ZIP SHEATHING S`I'STEM (INSTALLEID PER MANUR SPECS.) SELF-ADHESIVE FLASHING 42 '/2 11 �z 1 A -:CORNER BEAD JL II JLJ / CORNER 5EAD (FASTENER 4 SPACING a I" O.C.) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES GMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTL`I' TO MASONRr C) BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rq �w t �l Ga L ti 01 U Eq F� ` svBDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. Cl ARCHRECT; STATE OF FLORIDA OCT 17 1019 MICHAEL C. ANDERSON 44 AR NO T7305 PRINT 10 17 19 DATE• / / SCALE: 1/4"=1'-0" SHEET MI I1 I I II 1 ' --- 2xro SUB -BAND W/I "x4" NOTCH END, WRAPPED IN PEEL 8 STICK DRIP EDGE -1/0" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Y8" FROM STUCCO, 1" FRO WOOD WALL N. EXTERIOR WALL (FRAME OR CMU \�\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ ( )ELEVATION M 1\ I� I\ I\ I � 1 \ I � / 1 �\ \ \\1 ) \1 11 METAL FASCIA WRAP 2X6 SUB BAND \ /8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU AL LATH SHEATHING WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) WR5 LAYER °2, FORTIF15ER xi BUILDINGS PAPER \ ! ' (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �- 1-1/5" TEXTURED FINISH w / WOOD, 1/2" TEXTURED / FINISH E) CMU / "��2xro SUB -BAND W/I"x4" NOTCH 'd END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF - WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFINGS CEMENT DRIP EDGE METAL KICK OUT NOTE: IF Z11=' SHEATHINC PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT -8 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND W4y"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL OP WALL SUB BAND DETAIL ® WALL W./KICK-OUT- FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT im ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U w 0 F a U w a F A SVBDIV. 8a LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHFIFECT: STATE OF FLORIDA J/n OCT 11209 MICHAEL C. ANDERSON AR NO 17305 racaav i DATE: 101719 / / SCALE: 1/4"=1'-0" 1 SHEET WA6 I y 39,_$ i, s 12'-4„ 4d T-4„ -4„ 17'-4" Iz n — FM-12X12 F Eo 4" CONC. 00 - I N LLl SLAB N I LL �I " *3 1/2 � r Lil L7 1 711 1 1U C� EXTEND 1 FM-12X18 SLAB 1 1/2" 1.1 I I� C? I I r 1 3 1.1 < O D � I U L I I I L T& cu SLAB v co IF m n I O') co O f XI N c M L I u - It T I N ILL In 1 1:1 ,. LEI I C? I N 1 I�I 1 I In ::. r` I I 5'-0" 15-8" F. 4" PVC o CHASE TE-1 v 4„ CONIC N — I SLAB 5 1/2 n 2'-8" _17'-8" ` <'0 0_ 5 3-0" J TOP OF SLAB � S-6" co N O I in co i N U u- LL --- �� 1.1' SLAB11/2" 2 14' CONIC. r LLI 02 FM-12XlE 001.1 SLAB 0- W N x Owal r�,I N 1 *-3 1/2 1 v co u- 3 4" -- —77LL 2 *:7 1/2 1 1.1cp FM-12X18 FM-12X18 1.1 FMC 12X18 `r FMC 12X18 ,IJJ n - - - n 7 c N c N w a O J 4 1.1 3'-10" 2'-8" 16-0" 2'-8" 4 4" 21'-4„ FOUNDATION PLAN SCALE: 1/4" = 1' 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 +44% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE 'ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAYSLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,MINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES 1N REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS- B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "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 SLAB SCHEDULE,, SLAB THICKNESS REINF. REMARKS 6 W1.4xW1.4OVER — GENERAL 3 1/2" I 6 MIL VAPOR L COMPACTED FILL BARRIER ' FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH ` THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101. (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 18" - --Is (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" +)0"-0" FMC-12x18 12" CONTINUOUS 18.1 (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" s s (-)0„-4, -' SECURE7 STRAP TO CONC. W/ (2)-3/I6"XV TAP -CONS CONC.— SLAB A/C SIMPSON W15 UNIT ROLL STRAP OR EQUAL • EAG-I CORNER OP UNIT SECURE STRAP TO UNITS W/ (2) #Sxl 1/4 BHT MTL SCFREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., I SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 . 1 T.,Tn-DIV 8c LOT: CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 MODEL 4EBB "1828—CALI" GARAGE SWING: A,p ,ff�� RIGHT FOUNDATION PLAN 160 MPH EXP. C ARCHfTECT. ' STATE OF FLORIDA OCT 1 7 2019 MICHAEL C. ANDERSON " AR NO 17305 PRINT DATE- 10/17/19 SCALE: 1/4"=V-0" SHEET sl - I l STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS 7 Q� W i ¢ U) z io I 8" CMU WALL w O CD m + TOP OF 3� II�ti�9c rgg, 6 HEDULE SEESLA SC EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERIOR MONO -FOOTING SCALE: 3/4 =V-0 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4 X 21/4" TAPCONS el' BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM: LAP TO OC R OVER STUD 2x4 OR 2x6 W\2UDS — WALL W/ SYP E PLANS FOR SE BTM. PLATE TPROVIDE DBL SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK RE B . PLATE TO IQLAB'VV1lXd MASONRY NAIL TAGGERED. De5mONALMETAL _udNECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. rSEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION W OD WALL 9 SCALE: 3/4"=1'-0" (NO LIFT) Z 1 _ STEEL REINFORCING IN GROUTED Q IL CELL SEE PLAN FOR SIZE AND } ( SPACING REQUIREMENTS a� 00 w co U Lu EE cr OU ¢ 8" CMU WALL o M Z N JA I I SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT( HERE a SEE SCHEDULE APPLICABLE) z_ FOR WxD, BAR SIZE I' AND BAR QUANTITY N 7� r,_��EXTERIOR MONO -FOOTING @a GARAGE SCALE: 3/4"=V-0" Lu w 01 U)) I NEW REINF. BAR O a SECURED W/2-PART a a EPDXY. MIN. EMBED I J Q 8" LINO Qp FOLLOW ALL MANF. 7'Q SPECIFICATIONS FOR AND ( = onUSE PREPARATION OF GIB 4„ HOLE... Lu � J Iir. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS —a < } On00 _U 00 J p U 8" CMU 0 M — .ti zo 301, MIN. EACH WAY MONOLITHIC FOOTING „r FT-7 � — v r - 7 FM I CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH 0 -0 WAY AT ALL CHANGES IN DIRECTIONS OP OF— SI SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS j VARIES DFGARAGEILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 C4RNER BARS DETAIL SCALE: 3/4"=l'-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON �— VERIFY HEIGHT NAIL '2-ROWS, 4' O/C BTM. OF WALL W/ PLAN LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEE PL S FOR E R B . PLATE TO SLAB W/ SPACING. SINGLE BT . LATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. P R SET IN HIGH STRENGTH PLATE Y 5 1/2" EMBED. MIN. @ 16" OC USP SPTH4 OR SPTH6 BTM X. AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" Lu Cc SEE SLAB SCHEDULE � I 0-1 TOP OF SLAB EQ: EQ. SEE SCHULE FOR WxD, BA IZE AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WA SCALE:/a"-,'-o" (WI UPLIFT) TOP O Z SEE SLAB SCHEDULE — ' "ISOLATED" COLUMN PAD oh CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH — — — FOUNDATION AND SLAB SEE SCH ULE • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P • POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING a: .• 1/2"DIA. USP 7250SD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" GARAGE DOOR RECESS 8•' N� r 7 "o RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0 CURB FOR MASONRY UNITS SET AT ELEV: 0'-0„ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO co UPLIFT IS PRESENT. w tr SEE SLAB SCHEDULE +- 0'-0" TOP OF SLAB a d I EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY SCALL: 3/4"=V-0 (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA fk 000 :25 ax T �t L.OT- CREEKSIDE LOT #56 PROJECT# 04321.200 056R1 4EBB "1828-CALI" GARAGE SWING: Fj RIGHT PAGE: DETAILS 160 MPH EXP. ARCHITECT STATE OF FLORIL � "F Lei •„- MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 :. ;ATE: =a SCALE: 1/4"=1'70" SHEET S1e_IA 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA:�2901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325, l �. W 0 U W s E 1 0. y U i O M r^7-y 4� 4 fkv F� s� t' 5 Y gf 98UBDINV a h T: CREEKSIDE', LOT #56 E PROJECT# j 04321.200 056R1 oDEXz 4EBB "1828-CALI" 0A�RAGE SWING: RIGHT :GE: DOWEL PLAN 160 MPH EXP. C ARCIjrr ECT: y STATE OF FLORIDA i oa1''j MICHAEL C. ANDERSON AR NO 17305 PRINT 10/17/19b pp SCAT :1/4"—l'-07° t SHEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV_ Z - CV i a J Q p .CLEAN OUT REQUIRED ¢ FOR INSPECTION 00 ID M .I ZLU O U HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0" 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36' #7 1 42" z STEEL REINFORCING IN GROUTED j CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS mW 00 8" CMU WALL coZ 0 C') 2 SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE N:�E APPLICABLE) MATCH STEEL 6" PVC CHASE N REINFORCEMENT PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WxD BAR SIZE .- o'-o" . TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z rr �o co U AND BAR QUANTITY PVC CHASE �4) THRU FOOTING SCALE: 3/4"=V-0" 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE ri_5 BARS 8" I i Si ;o 1 _0„ 1-0" CMU UNIT DIMENSIONS ;o ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0 i 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290, PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 k EMU mur� Rom,:^ C o �7 U J W O F F� 0. U R q Fy G 11TE3DIV. & T, (( s= CREEKSIDE LOT #56 ROJECT# 04321.200 056R1 ®DEL: 4EBB "1828—CALI' GA -RAGE SWT G'R RIGHT DETAILS 1,160 MPH EXP. M 1= C }' ARCHrrECT- STATE OF FLORIDA l/ Y — 'T1j 4 I HAEL C. ANDERSON AR NO 17305 SHEET s 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 RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END. O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP FIVID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4wa7tiGMn SAFE LOAD - POUNDS PER LINEAR FOOT C SAFEEL OAD � �� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-DB BF12-OB BF16-08 BRD-OB BF24-D8 8F28-OB 8F32-0B TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH SFS 1T 8F12-1T SF161T BF201T 8F26.11" BF28 1T BF32-IT 8F8-16 8F72-18 8F78-1B 8F20-1B 8F24-1B BF28-iB 8F32-iB BF8-27r BF12.2T 8Fl6-2T 8F2D-2-i 8F24.2T BF28-27 8F32-2T 3'-6" (42") PRECAST 2231y 3069 3719 5163 8807 8054 9502 1095E 3'-6" (42") PRECAST 1025 1024 1598 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 Tool 4eD5 6113 7547 897a lo3sa 11809 1569 2655 3624 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48') PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3080 3815 45T0 5325 8079 2893 4605 8113 7547 8974 10394 11809 1383 2305 3080 3875 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'-6" (54') PRECAST 592 1 591 1073 44-6-(54') PRECAST ' 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 8872 10294 1 11809 1207 2040 2707 3375 1 4043 4711 5379 5-4" (64") PRECAST 1217 7349. 1438 1999 2560 3123 3686 4249 5'-4" (64') PRECAST 411 411 745 5-4- (64') PRECAST 1016 171�q 2276,4 2838 3399 3961 4522 - 1663 3090 5865 7547,,,, 7342(,a) 873311% 101271a, 1016 1715 2276 2838 3399 3961. 4522 5'-10' (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5'-10' (70") PRECAST 340 339 616 5'-10" (70') PRECAST 909 156766) 2080(13) 2593 3107,e, 3620(,) 4133 p) 1457 2622 436D 7168(ae) 5035p", 7181119) 832B12q 929 1567 2060 2593 3107 3620 4133 6'-6" (78") PRECAST 9D6. 1238 2177 3480 3031 3707 4383 5081 6-4- (78") PRECAST 507 721 490 6'-6" (78") PRECAST 835112 1407(m) 186 zt 2329,e 279 ,e) 3251[1 371202) 1238 2177 3480 5381 8360 10394M 8825„q 835 1407 1868 2329 2T90 3251 3712 T-6" (90") PRECAST 743 loll 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 1 162431 2025 a, 24262e 28271") 3228 za 1011 1729 2661 3898 5681 8467(a) 6412(,3) 1224 1624 2025 2426 2827 3228 9'4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 y,�. 112" PRECAST ( ) 326 512 230 9'4" 112") PRECAST ( 708 n3 1a743e, 187 2157 2500,, '. 752' 1245 1843 2564 3486 4705(37) 6390„) 862 1318 1643 1989 2294 2819 10'$" (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 UY-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST K474 575 916" 118833 1461 1736p3 20113e 643 1D52 1533 2093 2781 3643M) 4754(a) 695 1180(e) 1472 (p 1763 ri) 2055 2348 (136") PRECAST 362 582 945 1366. 1846 2423 3127 4006 11' 4" (136') PRECAST 260 452 154 11' 4" (136') PRECAST 504(23 8DD 1037 1274„a 1513M 1753 3811'�" 582 945 1366 1846 2423 3127 4OD6 607 1042 m 1372(11) 1643 e) 1915(6 2187 p) 12'-0' (144"). PRECAST 337 54D 873 1254 1684 2183 2805 3552 12'-0" (144") PRECAST 244 402 137 12'-0" (144") PRECAST 458(a 724 31 93B ) 1153;2) 1369,3z 540873t254 ts84 2193 28os 3552 550 940 o 13021 15eon3) 1818") 20751 13' 4" (1.60") PRECAST 296 471 755 1075 1428 1838 2316 2883 13' 4" (160") PRECAST 217 324 710 13'�" (160') PRECAST 418,13) 386(a) '607(30 785 3D) 964,;a, 1143p, 1323p1 471 755 1075 1428 1838 2316 2883 428 460 780 p, 1159 z1 14181;a, 165l,e> 1887pr 14'-0" (168") PRECAST 279 424 706 1002 1328 1697 2127 2630 14'4" (168") PRECAST 205 293 100 14'-0" (168") PRECAST 1 384(,m 358,z1r 560 724 889,,, 1054po 1220M '442 708 1002 1328 1697 2127 2630 410 425. 717 (e) 1063 z1, 1358,3) 1582(a 1807p1 14'$" (178") PRESTRESSED N:R. NR NR NR, NR NR NR NR 14'$" (176") PRESTRESSED N.R. 284 91 14'$' (176') PRESTRESSED 239 334,z,) 520 672 825 ,2") 978 1131 0 458 783 1370 1902 2245 2517 2112 246 395 683 3 980(zo) 1303(,1 1518 IT34, 15'-0"' (184'),PRESTRESSED N.R. NR NR NR NR NR NR NR 15'4" (184") PRESTRESSED N.R. 259 83 15'-0" (184") PRESTRESSED 224 313 z" 486 pe 627 z� 769,a) 9110, 1054Re 412 710 1250 1733 2058 2320 2513 230 368 616 908 ,zo) 1240,ze) 1480,z4 1668(z3) 1T<3" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T�" (208") PRESTRESSED N.R. 194 84 1T.1" (208") PRESTRESSED 1B7 263 19 405 521 2q 638 jn) 758 873 21 30D 548 950 1326 16DO 1849 2047 192 300 506 (5 74D (wA 1005,a, 1271,,1 1473p, 1914" (232")' PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 (1,) 348 (m 4a7 Ca)) 547„) 647 m 747 (a 5 420 750 1037 1282 1515 1716 106 263 429 a 623(,e) 841,,e 1059po 1227 D 21'�" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'�" (258") PRESTRESSED N.R. 125 42 21'4" (258') PRESTRESSED 142 204„e 307 (a, 393 (a) 480 0) 568 p,) 655 pp 18D 340 598 845 1114 1359 1488 142 232 373 p, 537 „7, 721 pe, 905 a3) 1048(2e 22'-0" (2640) PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264') PRESTRESSED N.R. 116 40 22'-0" (264') PRESTRESSED 137 197(m) 295 379 ) 462 ) 546 wop3 165 315 550 1 784 104T 1285 1 1399 137 223 358 513(17) 6881, 883 998 in 24'-0" (288') PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288') PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 mil 267 (n 342 (n) 418 (a) 492 R,) 567 ,zx) 129 250 450 654 884 1092 1222 124 202 319 (1) 455,(e) 606(a) 757(2 876(M (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 16-0126.03 ---------------7j 1 ♦ 8F16-1T/0Mi0B 1 ♦ 1 1 ♦♦♦ GT , 1 0 1 CID ♦♦ � 0 1 1 0 ♦ 0 � 1 1� Y �1 1� 1 rol ---------------{0 1 �------------•�--------� 1 ♦ 8F16-1T/0M/0B - ♦ l _ - - 8F16-1T/0M/0B 111. — -- - - - - ---** %-8F24- �. ♦♦♦ �♦ 11T/0M/0 B,� 1 1 ♦♦ ♦ ♦ 1 ` ♦ ♦♦ ♦w�, , 1 1 ♦♦ I 1 1 ♦- GT 1 1 ♦♦ �I 1 1 ♦♦ I 1 1 ♦♦ � I 1 1 ♦ I 1 ♦♦CD I 1 1 ♦♦ �� 1 1� ♦LL I 1 100 ♦♦♦ I , 1 ♦ 1 1 Y 1 1 i 1 i 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 i 1 1 1 1 1 co l 0 1 CD lC) 2 1 FI 1 1 I= 2.1 co 1 1� 1 1L1 ILL 1 CO 1CC) 1 1 1 1 1 1 1 j 1 ,-UNO, PROVIDE BB1 WHERE 1 1 1 / ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 8F8- 1 1 1 1T_/OM/0B 1 1 1 1 I rT 1 LIFT BEAM PLAN SCALE: 1 /4" = V-0" 0 ti mm 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F Ila W 0 F 0. r7 q E a x SXMDIV. 8e LOT: CREEKSIDE LOT #56 PROJECT* 04321.200 056R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 60 MPH EXP. JC ARCHITECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 rrGaP4-a- DATE: 10 17 19 SCALE: 1/4"=1'-0" SHEET S 2 i NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"x6" 1. PLACE LINTEL ACROSS TOP OF OPENING. co 1 #5 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. O F PLACE, MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGHEIGHT- �f REINFORCING L2 ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND •` AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 OCOURSES ARE O HOU D THE DOUBLE MI COURSE. BOND BE CO NCIDE WITH A L NTEEL 5 SHE BOTTOM BOND BEAM °. #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED BONDBEAMS TOBECONTINUOUS THROUGH 1#5 /' REINFORCING FOR THE BOTTOMBON NTH . E k COURSE OF BOND BEAM TOP OF THE LINTEL VERTICAL REBAR W/ 10" HOOK / �\ P�Q 6- UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP: 8x1 G DBL. BOND TOP OF BEAM W/ (1) #5 BAR 711 BOND BEAM EACH COURSE _ 1 8x8 BOND BEAM00 TOP OF F = FILLED W/GROUT W/ (1) #5 BAR °� BOND BEAM Aa 30" TYPICAL �Y\� U = UNFILLED GROUT SOLID FROM _ TOP g W NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM #5 BAR IN BOND BEAMBEAM COURSE SEE NOTE 5 \\J' 8x8 PRE -CAST CONCRETE �5 G� ��I b— 1 I/1 I V I/O U LINTEL W! (1) #5 BAR (L2) Q ��F NOMINAL LENGTH OF BAR= WIDTH OF MASONRY; bP HEIGHT #OF#5'S,TOP OPENING-2" CORNER BOND SEAM COURSE OR 2 BEAM DESIGNATION CING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE &RE�INFO THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER e+, SCALE: 3/4"=V-0" AND XFXX - 1T/OM/013 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PR ST HEADER(MIN) 2x4 (MIN v TAPCON OR 3RIVEIPIN (MIN SHANK SIZEA IN HEAD WINDOW SIZE .300 MIN EM MENT 1 �l 18" O.C�MAX. MINA-114ROM EAC D AND 1/4")EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 3 1/4" OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEADSIZE.300 SILL MINE jv1BEDMENT 1 1/4") 8" SLOPE FRO EACH END AND 18" JI O.C. MAX. MIN 1-1/4" M � EMBEDMENT 2x8 (MIN 2'X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 4 SOLID BLOC G, 1/4") 8" FROM EACH END AND SECURE TO SHEAT G W/ 18" O.Q. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ND EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRYWINDOW cMuwAlL SILL CONSTRUCTION c+ 44 SCALE: 1 1/2"=V-0" 5 ARCHWAY FRAMING DETA F SCALE: 3/4"=V-0" Ml ( l r1 fl { I SINGLE #5 CORNER BAR, 3Ox30 TURNED U OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM W� 1 er s w I 1r: I 1 PROVIDE #5 BAR T EACH SIDE STEEL REINF. OF BOND. BEAM O LEVATION ,{ :j CHA E CHANGE IN ELEVATION OF BOND BEAM SCALE:3/4"=1 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 v r W 0 h v �3 s F a a c„ CREEKSIDE LOT #56 � Il �1 PROJECT# 04321.200L056R1 4EBB "1828—CALI" 0ARAGE SWING: RIGHT PAGE: DETAILS Alru-16 A1EI1 EEL`° C, ARCHITECT: STATE OF FLORIDA OCT .; — MICHAEL C. AND€ASON AR NO 17305 �U/1'7/19 R x 9 ..: 1/4"=1' MEET 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCEWITH1 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 IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" D x 2 7/8" LONG, WITH WASHER (7a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 S" FROM THE CENTER OF THE COLUMN. CONN LE OR Sol EDULL II CONI ROL UAl L01.05-17 Mil ek USP SIMPSON. Mile USP SIMPSON DES: UPLIFT GRAVITY DES. UPNFT GRAVITY FASTENER ASTCNCR I ITA 16-18 1625. META-16 1450 (8) Lod X11/2"1- PLY, (7)16d2-PLV,LMBLU4' 8)Lod x 11/2"1-PLY, U)16d2-PLY, LMBLU4" 2 P1A 16-18 2430 (2)MEIA-16 1985 (12)10d x 11/2'1PLY, EMBED 4" 10)Od xll/2"1-PLY, LM BED 1900 (10) 16d 2-PLY, EMBED 4" 14)16d 2-PLY, EMBED 4" s= I nA 16 1870 Del A-16 mo (10) 10d X 11/2".(9)16d 2-PLY, CMBED 4' 9)10dx11/2"1PLY,(8)16d 2-PL$CMBED 4 - IITA20 1870 IIETA-20 188E (10) 10d x 11/2',(8) 16d 2-PLY, EMBE134" 9)10dx11/2"1-PLY,.($116d.PLY, EMBED 4" Y 5. (2)HI A-20 243E (2)HITT A-20 2035 (12110d x 1112', lYLY, EMBED 4" 10110d X 11]2"1PLY, EMBED 4" 250E (10)16d 2-PLY, EMBED4' 12116d 2-PLY; EMBED4 O LUGI-2 2260 LGI-2 1 2150 BLKIS)1J4v3'Wedge-Bo11+Andx,",WOOD(16)10d T) 1/4 x21/4 TITCN,WOO (IBy16d <" DI II A-20 2430 OLIAL-20 2480 (16) 10d X'l1/2,1 PLY ALTERNATE USE OF (2) I ITA20 ACCEPTABLE 19) 30dx 11/2,1 PLY ALTERNATE USE OF(2)I IOTA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1)5/8"AIH IN HIGH SI RENGIH EPDXY (MINI 12" EMBED),(22) 10d 10 WOOD) ;.III 5,D ATR. IN HIGH SI RLNGI H EPDXY (MIN. 12" EMBED),(221 Lod TO WOOD HUG12+ 979E HGl-2+ EMU WOOD;(8) 10d, MASONRY(2) 3/4"ANA ' 213/4 AIR. IN I IIGI I SI RLNG111 LPDXY(MIN. 12"LMBLU),(16110d10WOOD HUG13+ 9860 HGi3+ 10530 WOOD(8) Lod, MASONRY (2) 3/4"A.I.R (2)3/4 Ali.R.INIIIGIISIRWG111LPtlXY (MIN 12" LMBEDI1 (16) 10d 10 WOO)' LUGI-3 3525 EG13-SDS2.5 3295 CONE {4)3(8 XS"Wedge-Oalt+Anchon, WOOD I121WS25 112)5D51/4%`J,"Sih6lkD,TH'f„(j;ilj8P k6` TITGNI iDTO WALL LPIq 151E PARALLEL TO.WALL 1470 PLRPLNUICUlAH 10 WALL L1A2 1210 PARALLEL IO WALL 1210 PHHPFNDIELIAR IO WALL (10)10dx11/2 - 0110d p13Tj2" f MUGT15 4175 VGT 4%0. (1)5/8'A1 N IN HIGH STRENGTH EPDXY (MIN 12 6MB10),.(4)10d 1OP/(6) lad FACE/(12) lod BACK OF RUM 1)5/8 Al R: IN HIGH SIRLNITH EPDXY (MN 12" EMBED),(16)SDS:1/4x3" 'I HUG] 7195 (2)Vol 7195 (2) 5/8' A.I.I'L IN I IIGI I ST RLNG111 EPDXY (MIN. I2 EMBED),(8) 10d 2)5/8"AA.R. IN 111611 SI RLN611 I EPDXY (MIN, 12" EMBED),(22) SOS 1/4x3 MEW 12 1195 Mi5-12 Iwo (14) 10d x 11/2 ((14110d 19)dXll/2' 117W 16 126E U1SY16 1150 (16)lOd X 11/2'Ik(16)10d "62 X11/2" 111W 20 1530 IIIS-20 1450 (24)10d X 11/2",(20)10d (24)10d X 11/2 IITW24 1530 1ITS-24 1450 (24)10d X 11/2",(20)10d 124)2Odx 1112 10110d EST 12 ++ 930 LSIA-121 926 10110d DIA 18» 1235 LSIA-18, 1235 (14110d 11.1110d MST A-18++ 1310 MSIA-18++ 1315 (14110d J'- (14)10d MST A-24 ++ 1640 MS1 A-24++ 1640 (18)lw 18)10d a MSTA-30++ 2065 VISTA 30++ 2050 (22)SOd, (22)10d 71 A-361+ 2065 MST A36++ 2050 (26110d: 26)10d N KS11236 3890 MS1136 380E (36)BOd %11/2" 36)Ed%1.1/2' 11 KIS1248 5140 MS1149 SD65 (48)10d X 1112' 48)10d X11/2' LF1 AG 1210 116 950 (16)8dx 11/2,(16)8d) I R) 8d 10 PLAT LS,(8) 9d 10 S1 DS SPT24 1030 SP4 885 (6) BOd IOSI UDS(6) 1Od 10 PUT L )LOU! x 11/2"10S1UDS MP34 5251N F1 LA 160% A34 5151NF3@ 150% (4)edx11/3"I0 BEAM; (111/2"10 PD51-.. 141edx 11)2"10 BEAM, (4)8d x11/210 POST I II EP2 800 IICP2 ('IS I10)10d n11/2' TO TRUSS, (10) 111 XI 1/2' (12) 10d X 11/2' RT16A 1380 II10A 1140 (9)Bad x 11/1' 101 RUI(8) 111 X 11/2"10"IL 18)10d X21/2" MUGT15&PI IDEA 4175 VGT&IIDU4 4565 (28)10d TO111USS,(10)WM WOOD SCHEWSTO POST W/5/8"1 PREACH)ROD1161SDS 1/4"x310 WOOD,(0)3DS 1/4x21/2"W/1 HNEAUEU ROD, (2) NUISJWASHER/2PLY MUG115&PHD4A 4175 VGl&HU7B 4940 (28)10d101BUSS,(10; WS3 WOOD SCRLWSTO P051 W/5/8-1118LADLDROD lb SDS 1/4i310WUQD,(B,)-3/9 SIUUBOLISW/111HLAMDROU,(2)NU'S/WASIILR/2PLY PAU44 2535 6775 ABU 442 2200 6665 (1)5/8" ATR IN I IIGI I STRLNGTI I EPDXY, (MIN. 7" EMBED) INCONC,(12) L6d TO WOOD (1)5/8 ATR. INiIIGI15TRCN4T11CP0%V,(MIN.7" EMBED.) IN CONC., N2)16dT0 WOOD PAU66 2380. 16005 ABU EEL 23DO 1200E (1) 5/8" A TA IN I U GI I STRENGTI I EPDXY, (MIN. 7" EMBED) IN CONE,(12)IW TO WOOD- 1)5/8 ATR. IN I IIGI I STRENGTI I EPDXY (MIN, T'CMBCD.) IN CONE,(12116d TO WOOD LTS19.+++ 1205 LT719+n+ 1340 (1)3/4"A1R IN HIGH STRLNGI H EPDXY, (MIN. 7" LMBLD) IN CONC,(8)10d'10 WOOD (1)3/4Al RIN HIGH SI RENGI H EPDXY, (MIN. 7"EMBED.) IN CONC., awal 10 WOOD LTS20BwF 1100 LTT206... 1500 (1)3/4"A1R. IN HIGH STRENGI H EPDXY, (MIN. 7"EMBED) IN CONE, I10)10d x. 1-1/210 WOOD (1)1/2A1..R: IN HIGH SI RENGIH EPDXY, (MIN.7"HMBLD.)INCONC;(1U)1Od10WOOU O i H1145 4160 H114 4215 1 58"A1 R IN IIGI I STRLNGI I I EPDXY MIN-7"LMBL) INCON[ 1816d X212 I 1 / ( 1 / 5 8 Al R INIIIGIISIRLNG111LPDXY MIN 7'LMBLD INCDNC. 2616d X212' 1 1 / 1 .1 .1 1 / Z II1145 5005 11115 SEND (1)5/8"pT0. 1N IIIGII STRENGTI I EPDXY (MIN. 7"EMBED) INCONC (26)16d X21/2 -. ( )5/8 ATR INIIIGIISTRLN6TII EPDXY (MIN, 7"LMBED,)INCONC,(2(UIWX21/2" °C UPIIDll+ 14395 IO mQ115US 25+ 11810 (1)1-A.1N IN HIGH SI NLNGI H EPDXY, (MIN,10" EMBIIN CONG,(24) WS3 WOOD SCREWS (11 A.I.R.IN: HIGH SI RHNGI H EPDXY, (MIN. 10" EMBED.) IN CONE,(24) SUS Y, x2R"WOOD SCREWS PH05A 6525 IID7B E645: (1)5/8"AB IN I IIGI I STKLN6l I I LPDXY,(MIN 7 EMBED) IN CONC(14) WS3 WOOD SCREWS O7/8 AB"INIIIGUSIRLNGIIE EPDXY, (MIN. 7"LMBLD.)INCONC.,(3)3/4.4UDBOLISIOW000 1UX8 787E (1)7/8"AB I N I I IG II STRENGTI I EPDXY, .(MIN.7"EMBED) IN CONIC .(3)7/8" STUD BOLTS TO WOOD N4M35%12U 2580 713E MBHA 356/11.25 3475 533E (1)1/2 "J-BOLTW MIN 6"EMBED &NOT LESS TI IAN 4" FROM EDGE OFLONC W/3/4 DIA ITW RANISET/RED1ILAD DYNABOLISLLLVLANCIIOROKLQW/MINS LMBLUINS1ALL DINFACL:(14)lOd Ai IUISI ( )3/4 ATR IN IIIGI I STRENGTH EPDXY,(M1N. 675 EMBCDMENT)INOM.U. TOP, (1)3/4"A i. R IN I IIGI I STRENGTII YUXY; IM IN. Gi7S LMOLDMLNl)INCMU FACL,(1811Dd1UBEAM 11US4121F 3060 2710100%) IIUSC412 (WOOD) 3635 - 2660(IBM) - (10) 16d 10 HEADER, (10) 1Gd 10 WOO) - 1110) 16d 10 HEADER, (10) 16d 10WOOD 3325(125%) 3265(125%1 w Z IID4101F (EMU) -3950 SUO HUC410 (CMU) ]BDII OSUO (18) 1/4" - x 3"' WS3 SCREWS, 10d TO WOOD, USP (20)3/16""TAPPER+,(10)10d TO WOOD 8 1 4 x 2-3 4 TIT[ 9 PER FLANGE TO CM 10 Lod TO WOOD: ( 1 / / ( 1 U,1.1 IID210-21F EMU) 195E 500E HUC210-2 1800 450E (18)114"'.3 WS3 SCREWS, (10) 10d TO OOD. USP I APPLR-, (10110d 10 WOOD ( 8)1/4 x23/q TITCN(9 PER FLANGE) TO CMU,(10) 10d TO WOOD: IIU230-31F (OVID) 1950 500E ;.IICMU)0310 ]DOD 4500 WOOD. USP(20)3/16"-1APLRI(1110) 0 0d 10 WOOD (19)1/4x2-3/4'111 LN(9 PC FLANGLIUCMU,(10)lOtlIU WOO): �. LGUM2fi-2' 2125 6065 LGUM26-2-SM 1430. 1 5595 (4)3/8"%4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS O3/8 x 4 TITS N I I D A NCI IO RS',(2 PCP FLANG1)TO CM U, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD 2 U O O 1 1p FRAMING PLAN SCALE: 1/4" = 1'-0" U') M 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 l Ly F kl- s (^ a U W � Y ) � I � I �, I° ) 1 ) a w I F. � 55� e {1 SUHDIV. & LOT: .. CREEKSIDE LOT #56 ROJECT# 04321.20E 056RI O DE T, 4EBB "1828-CALI" GARAGE SWING: ti RIGHT F^ q p� Iy 2F 4APS4�R«FE: FRAMING PLAN =; qG �5 MPH EXP. C ARCIHiffECT- STATE OF FLORIDA OCT 17 2019 ICHAEL C. ANDERSON AR NO 17305 PRINT DATE 10 17 19 CALF: 1 /4"=1' — 0'1 ITEET S 3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR - DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR ' ROOF/WALUFLOOR WITH (9) 10d x'1 1/2" NAILS TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" A(I)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP OP MAY BE ADDED W/ 10d 10d x 1 1/2" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY 10d x 1 112" TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OVER,TRUSS (NOT SHOWN) FL#17680 ix2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS SEE ARCHITECTURAL WEDGE BOLT& (16) 16 GALV. NAILS TO 2x SECURED W/ (3) 16d TRUSS (2PLY) #FL17240 (NOT SHOWN) GALV. COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 3/4"x6" WEDGE BOLTS AND 1x2, 2K 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 AND APPROVAL GALV,. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRYBOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS �EAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT - U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U'2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a lb GIRDER CONNECTOR(S) SCALE:3-4"-1'-0" 2a 2b TYPICAL ROOF GIRDER CONNECTOR(S) scALE:3/4"_r-o" 4 NOT USED 0 .v OUTER 1/3OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER 2/5`D SGL. STUD -HOLE EDGE >5/8" —HOLE DIAMETER < 3/5`D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1/2"=1'-0" (Dq-N[OT USED 6-0" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) I # 1175 UPLIFT USP HTWM20 W/10 10d TO TRUSS AND (4) 1/4"x21/4 TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 14' TAPCONSTO CONT POURED LINTEL - PRE-ENG TRUSS - CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER2"APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL ix4 DIAGONAL PRE-ENG GABLE TRUSS BTM. CHORD. BRACING, SEE STIFFBACK (AS PER PLAN FOR LOCATION TRUSS ENG) MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 60„ O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0'" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP.(_-6-'\�13TIVI. CHORD BRAYING SCALE: 3/4"=V-0" 10 NOT USED 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 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 TO2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'. THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240): ROOF TRUSSES ARE SUBJECTTO UPLIFT, Ff AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 1 PH: 321-8023591 , www.abdesi'gngroup.com AA #: 0003325 =' S>CTDI fe LOT: LCREEKSIDE #56 ROJECT# 04321.200 056R1 MODEL: 4EBB "1828—CALI" �,A-R GE SWING: RIGHT DETAILS L16 MPH EXP. ,` ARCHFFECT: STATE OF FLORIDA f OCT 17 2019 IHAEL C. ANDERSON AR NO 17305 m LR_SSI0/17/194"=f—O" " PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1 2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.0 MAX ® PRETWOOD TRUSS SS(TYP) @ 24" O.C. MAX 8 FOR STRAP,'PING VERIFY W/TRUSS PLAN , CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS Ida CMU WALL SCALE: 3/4"=V-0 551 S. APOLLO BLVD., SUITE 202 MELBOURNE,FLORIDA 32901 PH: 321-802-3591 www, abdesigngroup.com y� INA #: 0003325 W I x D3 k V 1 a 4 e F. J JJJa a, h� Ar x1 killw= 2p k€! kp y ry} 6t� a, CREEKSIDE LOT #56 PROJECT# 04321.200 056RI 4 ODEI. 4EBB "1828-CALI" ARAGE SWING: r �a RIGHT PAGE: t DETAILS 4 160 NIPH EXP. G ARCHn-Ec`T STATE OF FLORIDA i l/ OCT 17 2019 ICHAEL C. ANDERSON r AR NO 17305 of PRINT 17 10 19 / / SCALE: 1/4"=1'-O" SKEET S3e1� 'a£Sa".1.-:..a, �"t—.; �'�R-•^: _i r�^�r�^a>r�,. s., .a.. ;,; nn.- a—.�- ,r. �. 141 4 ppppp Appp VTT SPACING (1) AT EACH END Ipppppppp 2x4 BLOCKING BETWEEN TRUSSES VTT AND 6'-0" O.C. MAX. ppppGpp p (2) 2X4 No.2 SYP DIAG. PRE T WHERE X BRACING IS PRESENT ` tl BRACE W/ 3 12d EA. 4'-0" O.C. AT SHEATHING SEAMS } TRUSS (DIAG. BRACE TO }% COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE plpNgi 30'-1 ' TO 60'-0 (3) "X" BRACE "X' PRE-ENG GABLE TRUSSppppOpAp9 p�pI 1) BRACE; @ CENTER pAL (2)"X' BRACE DIVIDED EQUALLY FROM STIFFBACK AT ALL 2x SUB -BAND I I I p p CENTER TO END. UPRIGHTS OVER 4'-1W HIGH a (AS PER TRUSS ENG) i I i0 I PLYWOOD SHEATHING, SEE — h "ROOF/WALUFLOOR I 9 SHEATHING FASTENER SCHEDULE" R SEE TYP. TRUSS CONNECTOR r DETAIL FOR STRAPPING INFO. SIDE VIEW y x2, 2x WOOD FASCIA NNECTION PER OFORREVIEW SEE ARCHITECTURAL USS MFG. 2x SECURED W/ (3) 16d WOOD GAI .COMMON NAILS. 24" O/C, 1x2 SECURED W/ 10d P DRAWINGS GALV_ COMMON NAILS' CONT. 2x4 RAT RUN 12"OSONRYBONDBE AL ,SECURED W/(2)12d'SC PRE-ENGINEERED SEE SCHEDULE AM EACH TRUSS - '' VALLEY TRUSS CONNECTION I GABLE END PRE—ENG'D TRUSS 2 SQALE:N.T.S. 1 W/HIP RETURN scaLE.3/4"_,'0" I r v k k L IY { a Is tl I E' i a £a 6z f �I I�I� , 5515. APOLLO BLVD., SUITE'202 MELBOURNE, FL6RIDA32901 PH: 321-802^3591 www. a bdeslgngroup.com AA # 0003325 �0-.^4. t;~ x a1 W � O ri W h C4 oti F 0. W q �b r �M" I { 3 I iu 0 W pJ 150, U 2,5.tlrd' 17 1ase�la kx�'�f CREEKSIDE LOT #56 ROJECT# 04321.200 056R1 A MODEL: 4EBB "1828—CALI" CmARA,OE SWING: I� RIGHT DETAILS G L160.1iLth EXP.J ACHfTECT. 1 ATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 RINT DATE: 10 17 19 SCALE: 1 /4"=1' — 0" SHEET S3.IC GENERAL NOTES: - ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCT FAIL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITE TURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. GAP[ F F'J) ARCHITE TURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN .. ° ° ° ° ° ° ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4"ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, a 3 > 0 2 O O 3 3 1I 0 2 FOR STRUCTURAL O 0 3 a ACI 318-1 ,.BUILDING CODE REQUIREMENTS CTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE SLABS -ON -GROUND WHERE INDICATED ON - CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTIBRANE UNDER ALL SLABS-ON-GRO ° ° ° O 0 0 � ELASTICITY = 1,40Q000 PSI. ALL WOODEN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE i PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES -{ SHALL BE RATED TO RETENTION LEVELS OF.0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM O ° 0 0 ° ° 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 ° SHALL B 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 OF0.42 PCP FOR DOT ORMORE. NAILS SPIKE, BO LTS USED k EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ANDFOOTfNGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AC1347, ° W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 0 0 0 ° O "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. ° 0 ° ° 0 ° ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE Ili DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT 0 ° O 0 ° O TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, fith EDITION: SEE NAILING SCHEDULE ON PLANS. ° ° WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL I:ITEMS OF THE WORK.. CTURALMEPENDING "I : ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUPROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER zl 2 in 2 2 1 2 " ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2 A.. CCC ���A:� "A. A: O 00 O 00 O 00 0 00 O 00 O 00 O 000 00 00 I30 00 00 00 30 Cv0000000 00', 00 0 00 2 0 02 00 O 0 .P O O O 0 O O 0 O O O 0 00 z 2 O� O 000 00 00000000 ° 000 00000 00 00 O00 000 O O 3 0000000000a 2 000000000 O O O 03 in O O 0 0 0 0 0 ` HIP ROOF > ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF 33.79 - PSF ZONE 2 _ 39.45 49.48 ZONE 3 = 67.10 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT t- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FIND_ ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE 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 F1664 TOP CORD BLOCKING AT Al' 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 Sol RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES J ... ¢�,` Z z 0 (Do C7 uJ 8d RING SHANK GUN NAILS Z @ 6" O.C. IN FIELD` a (i 2 0 0 IT .. / @) Z f. Q z Q. W Z LU z TYP. EXT SHEATHING ATTACHMENT FOR ROOF SHI LU Y@J z z 2 U� Q �j U) 0 Z Y Z Im 0 ZLU Co Y 2 LU U) (.5. LU Z w a) @)@j a ,.. Q J 2 LU — VH C) 0< O Z000 Z ed RING SHANK GUN NAILS Co) 12" O.C. IN FIELD or 8d x 21/2"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O.ra �N FIELD /\I THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH GONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND. ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORgAIIRY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION PPT SUPPORTED WITH 2 CHAIRS SPACED S-0" OC, EACH WAY TO DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL .. DESIGN SPECIFICATIONS FOR REQUIRE ENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED ANDKNESS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK',PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS,. REBAR SHALL BE ASTM A61I'S CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.030-AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE OF ASTM A446, . GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED: DESIGI _N LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN,. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL HALL B F R REVIEW PRIOR T CONTRACTORS SUBMIT REBAR SHOP DRAWINGS O O O FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED-WOOD TRUSSCON STRUCTION: AND " TPI/WTCA BCSI 1" ROOF: I LIVE LOAD .FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 5f TOP CHORD -non-concurrent p co current TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. S S 10 psf BTM CHORD non -concurrent #5 BAR - 30" #7 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED. TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD I-OAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 psf TOP CHORD 20 psf TOP CHORD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING. BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD P 5 psf BTM CHORD P C O D THICKENED SLAB BEAM R LINTEL SUPPORTING HE WALL AT THE TOP AND O SU O G T BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT. 1 0psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL - TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND. I DEAD LOAD SPEED -160 MPH 3- SECOND GUST RD AT SPLICES AND AROUND C B IN R N REINFO RCING BARS CONTINUOUSLY LAPPEOS. DOWEL CORNERS. ROOF & FLOOR LAYOUTS ON THESE PLANS ARE TO ®E USED ASGUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK .ATENDS. ST.AGGER SPLICES WHEREVER POSSIBLE. .A DETERMINATIONS FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC. WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 sf. HABITABLE ATTICS AND ATTICS SERVED WITHFIXED STAIRS: sf, BALC ONIES (EXTERIOR) D CUT R DISPLACELACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CA LLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARD AND HANDRAIL S S . � - P 00 sf GUARD IN FILL MP COMPONENTS: f P P 50 s PASSENGER P WITHOUT THE APPROVAL OF THE ENGINEER. G STRUCTURAL ENGINEER. - OF RECORD PR PRIOR TOMAN MANUFACTURE _ 6F TRUSSES. THE TRUSS FABRICATOR SHALL + I VEHICLE G GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM:40psf, SLEEPING ROOMS:30psf,5TAIRS PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSSAND A FULLY DIMENSIONEDERECTION. 4op5f MASONRY:. I PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CdNFORM WITH ALL REQUIREMENTS OF THE , LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/.ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR: MASONRY STRUCTURES AND COMMENTARIES )' AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE IBILITTHE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE,CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS .SPECIFIED .ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm.= 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT DRAWINGS, SUBMITTED REVIEW WILL BE RETURNED UNCHECKED. SHOP) IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OFWITHOUT SEPIAS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE. PROHIBITED ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SHEET ALL METAL S ETAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE CONNECTORS" BY USP; OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL WRITING BY THE ARCHITECT. AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF.S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. CONNECTIONS WITH THE SIZE AND NUMBER OF,I,BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE FOUNDATION/ SITE PREPARATION: LATEST CATALOG. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF:2,000 psf, FOOTING TYPE S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OFAT LEAST 95%OF THE- PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED. IN ACCORDANCE WITH ASTM D 1557. TREAT ALL--" .SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION: ,- CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE: EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - REINFORCING. - GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCH ITECTMRITTEN CERTIFICATION THAT THE _ MINIMUM ESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL �`.- ' STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. .F THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE: DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, .; ... CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, I 2 508 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 3,00 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOk JNHLL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH'SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. OTHER BOLTS SHALL BE ASTM BOLTS WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL E WITH BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM`C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE tS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90:MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIB14ITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. - cD Z 11-- REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS 9 3 A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). - �. B. FOR CONCRETE EXPOSED TO EARTH AND/OR.WEATHER DID 1-112" FOR #5.AND SMALLER T I FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4 F DR SLABS, WALLS AND JOISTS 1-1/2 FOR, BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS a \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I I FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 1x2 PT FURRING TO SIZE CASE HARDENED COIL TYPE SPACING REMARKS APPLICATION GARAGE DOOR BUCK SIZE TYPE SPACING REMARKS 1/4" DIA. TAPCON MASONRY MASONRY; CONC. NAIL 1 1/2" LONG TO MASONRY/CONC. NO WASHER B O/C 1 1/2" EMBED 4" END DIST, .FASTENER 1 1/2" EDGE DIST. WINDOW/DOOR/ FASTENED SGD, AL EXT. DOORS CASE HARDENED COIL 9" O/C GARAGE DOOR BUCK V2 DIA. W/ 1x PT SEE NOTE a NAIL Y 1/2" LONG. STAGGERED INTO MASONRY/CANO. TO MASONRY/CONC. EXPANSION BOLT 4"EMBED VEND DIST_ WASHER 24 O/C 3" EDGE DIST. WINDOW BUCK PT, CASE HARDENED COIL 9 O/C WINOPW/DOORIpASTENED METAL STRAP TO CONTACT THIS/--ENG'INEER FOR SPACING 1x SEE NOTE NAIL 11/2"LONG STAGGERED INTO MASONRY/GONG MASONRY/CONC. REQUIREMENTS. EXT. SWING DOOR (2) 3/16'DIA "TAPCON" 18" O/C 1 1/2" EMBED, B" END. NON -BEARING WOOD 1/2'" EXPANSION .BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST. 1 112' EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O C 4^EMBED. 4" END DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0.138"PAFx 21/8' 9" 0/C 4" END DIST., 1 1R' NOTE 6 PT TO S L., SEE 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./ OR NCA 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 PA S C NG FOR THE BUCKS SHALL BE THE STRICTER REQ UIREMENT QUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 551 S. APOLLO BLVD., € SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W W 3 vA rl I G7 63 pps r 1 "`7 9 a d 7 i 711 ( , I 1 a I P I R c a c?, 9 s u. RSITB�DIV" &�' CREEKSIDE LOT #56 PROJECT# 04321.200 056R1' MODEL:. 4EBB r "1828-CALI" 73ArE SWING: RIGHT 3RAGE: DETAILS I 160 MPH EXP. C- r ARCH FECT -'TATE OF FLI r- I f OCT 1 7 2019 ww MICHAEL C. ANDEPRSQNN All NO 173015/ ' T 10/ /17 AT19' 2 +E: I SCALE: 1/4"=1' SHEET S N I =3 `., L ar a I Planning &, Development Services Department Building & Regulations Division Product Review Affidavit fL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model #Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4"1 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. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min.. embedment of all anchors to be 1 1/4' (+36) / (-47) (+67)./ (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6' max. from corners., 11 3/4" o/c atjamb, 16" @ head. 11/4" embedment. Type II: 3/16" or 1/4." ITW concrete tapcon anchor. 6" max, from corners, 7 1/4" o/c at jamb, 10 1/4 @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R14 2/28/2021 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (48) (+50) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 101, @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max!, from corners, 8 112" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitonta:lly, one midspan vertically each FL16100.1 R6 - 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A '. .Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" niax. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five!additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38)/ (48) (+55) / (-55) -. 1/4"I': concrete tapcon anchor. 2 1/2" minimum edge distance. 6". max o/c from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment, FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact (+33) / (41) (+50) / (-50) Sill Riser 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. FL20461.17 K4 T 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Mini embedment of all anchors to be 1 1/4" (+36) / (47) (+47) / (-47) door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020 16.2x7 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (42) Door Use galvanized (zinc coated) roofing nails; 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per - shingle placed 6-1/8" above the butt edge, approx. 1" and 13"from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36} / (-47) N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 32 ga. 1-1/4" annular ring FL15216.1 R7 12/31/2020 Underlayment .Rhino U-20 Interweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A field. 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 theshingles 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 shall be used in the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing. N/A N/A BAFFLE. cement/mastic. all loosened shingles shall 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 Collar. 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. Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart. and 1" from edge. Fasten Top and Bottom using (3). nails spaced a nominal 5"apart and 1' from edge for a total of 22 FL3792.4 R11 9/16/2021 Roof Vent - 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A , (alternate) Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL.1 24161 .NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31:6) / (-38.8) (+77.0)/(-73.6) 1/4', x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 Less than 6' span 24 GAGE ' panel MFG. N/A screw or all thread but with wing nuts. N/A + or - 20 p.s.f. . 1/4" x 20'stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with win nuts. g N/A '+ or - 20 p.s.f. Install per manufacturers recommended requirements. FL17147.1 R4 6/27/2021 Zip System Wall Sheathing Huber N/A N/A N/A Sheathing CONTROL DATE 6120 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ARCHITECT: STATE OF FLORIDA JUN 0 3 2021" j IM ICHAEL C. ANDERSON AR NO17305 PRINT 6.1.20 DATE: SCALE: 1/4"=1'-0" SHEET P AI