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HomeMy WebLinkAboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON, HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: {32l ). 733-7092 FAX: (321) 733-7972 • 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 BFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 0 a �'l -1 r 1 -1 -1 Z- A o 2 8 -,L -d-3 -.A-3 4, .,, VER T3� , NE, A. 7 EL 32907 Tel= (321) 733- C>20 (321 3-7972 DESIGN CRITERIA: ABBREVIATIONS :REVISIONS • FALRO7RIDA 13URDING CODE, RESIDENTIAL 6TH EDITION (2017) *ALL LOCAL AND STATE CODES *OCCUPANCY —RESIDENTIAL, GROUP R3 • �I CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH • EXPOSURE - C 9-1—STORY RESIDENCE RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ.ADJUSTABLE ALT. - AMVP. BD /'Ari CA' CLG, CLR; CONC. CPT C T D. DBI- D.O- DIA: DIM . DISP UP. DR S. DTL D W EA ELEV FAR ,' EXT i r (i./P G F G FIN. FLR FLUOR. FR. DR. FTC. GA. GARDISP. G.F_I_ GL GYP. BD. H.B. H.C. HDR. HGT. OR HT INSUL INT. ABOVE AIR CONDITIONING ALTERNATE AMPERAGE BOARD cABTETER E cABTNFT CEILING (1 LAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP �DUUR ' .DOWNSPOUT DETAIL DISHWASHER ELEVACH 'ELEVATION.,. EQUAL _ EXHAUST EXTERIOR FIXED GLASS :FUEL GAS FINISH FLOUR FLIJORESCTNT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER ; `. GLASS` GYPSUM BOARD HOST, BIB HOLLOW CORE. HEADER HEIGHT INSULATION - INTERIOR..... LAV. LUM M.C.MEDIC'INE . MLR. MFJ. YLT. MTD. MTI: N.T.s. O.C.ON PI, P.B PH. PIT. PLYWD PR P.T.PRESSURE R. RAD. RA G. REF It R.O S.c S.H i.H SPIT- SHTHG. SHWR. SIM. ST_ ST:. OL. STD. SWS TEMP. THK. T.O.C. T,O.P. T.O.S. TYP. U.N.O. V:P. W. W/ WD. WDW.: W/H' W.I. LAVATORY LUMINOUS CABINET MANUFACTURER MINTMTTM METAL THRESHOLD MOUNTED METAI. NOT TO ER "" , CENTER PROPERTY LINE'' PUSH BUTTON PHONE PLATE, PLYWOOD PAIR RISER RADIUS RETURN RATORILL REFRIGERATORIU TREATEDIiIA21113 ROOM ROUGH OPENING SOLID CORE EXT DR/12/19 SINGLE DETEHUNG TOR SINGLE HIJN(i SHEEP SHEATHING SHOWER ; SIMILAR SLIDING''. SLIDING CLASS .- STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK - TOP OF CURB TOP OP PLATE TOP OF SLAB TYPTCAI, UNLESS NOTED OTHERWISE VAPOR PROOF :WASHER WITH WOOD WINDOW. "WATER HEATERi! WROUGHT IRON! DATE DESCRIPTION 01/26/18 CO'S ISSUED 0145118 2011 FBC UPDATE 01/1648 - CD'S IRE -ISSUED 02/11/18 SIDING ELEVATIONS ADDED 03/26/18 CD'S i2E-ISSUED 04/I9/IS FOOTING REVISION PERM. i30UUlES 06/21/18 CD'S RE -ISSUED 2/I9/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) /22/143 PLAN MAINTENANCE /2&M REVISED LINTEL SIZE AT FRONT ENTRY DOOR /24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBJ SQ.FT. CALC.S /24fl9 REVISED HVAG VOLUMES ON SGFT CALC SCHEDULE (MELB.) ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.IA (ORL) LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME I64 HID GU. FT. ADDED LED LIGHTS s KITCHEN E 5ATH PER MARK BOWES UI9/I9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 9/Il/19 ELEVATION 'G' :SIDINCs-ADDED LOUVER is GAME ROOF ICI - REVIEWED FOR CODE COMPLIANCE , ST. LUCIE COuX7TY BOCC IND_ OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CS -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN -PG P1—PLUMBING PLAN PG M1-HVAC PLAN PG D1—DETAILS PG D2—DETAILS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL- SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS PG PAT —PRODUCT APPROVALS DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 7, 4� T� l� a ss �� r� I I' a+. s F 7CREEKSIDE DIV. 8e r1orr. ; LOT #68 PROJECT# 04321.200 068R1 'NZ0DELr 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: COVER SHEET L160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA :r OCT 17 2019 - MICHAEL C. ANDERSON AR NO 1730� ■ I GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FB R) 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 STA ED 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. Z 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 HEREIN.SEE 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 THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL 3E C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM !REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER ARCHITECT. D. TRUSS PLATE INSTITUTE. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014 ) 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 I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8 1. 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE,o LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/ORi , BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUE3, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN iS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR8 EXCAVATIONS TO BE A MINIMUM OF 3'- "BEY 0 BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL LL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING . 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. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEE R. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/," AMAFLEX. 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, ETC. 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. 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 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. 1. GARAGE DOOR DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS 2. AS PER SECTION R30T A ROOM USED FOR SLEEPING INTOGE OPENINGS FROM A PRIVATE GARAGE EN APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE F COMPLIANCE HALL BE ISSUED TO THE C C 0 CO C S t ALL EXTERIOR WALL COVERINGS AND SOFFITS SO S SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE GARA PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BE NOT 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 SOLID WOOD DOORS NOT LESS THAN 1 3l81NGHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS LESS THAN "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 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 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 PENETRATING THE WALLS ORCEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO .W GAGE (0 4$ MM) SHEET STEEL 1"' MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, X "THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS - GARAGE. THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE oARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY OT ASTM-C926 & ASTM-Cl063-12a. LESS THAN -INCH GYPSUM BOARD APPLIED T® THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM•C 1063 11A & R763.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT 1 ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR CEILING AFSSEMBLY 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 EQUIV T- �. I PIPE PENETRATION DETAILS '`-- VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS - * r ." 4. SHALL BE INSTALLED PER ASTM-C1063 -11A 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 A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) . 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 00 SEJB131 & LO".': w vj CREEKSIDE 1Ll LOT #68 PROJECT# 04321.200/068M , MODEL: ' 4EBB "1828-CALI" ' AGE SWING.; LEFT PAGE: !Y GENERAL NOTES 180 MPH EXP. C?" ARCHII-ECT.a STATE OF FLORIDA h OCT I T2% MICHAEL C. ANDERSON AR NO 17305 M , IINT 1�ATE: 10/17/19 SCALE: 1/4"=1'-O" CONTROL DATE: 07/23/19 (CM) S EET G WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMPREQUIRED" INDEX' TEMP' 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 17' - 4" a a 3' 4 O m (2) 3052-614 EGRESS 7 �o L OWNER'S SUIT�E� V-8' CLG. 101_011 '-4 7 -4' nL------ L•J — —— 2-I _0 10'-0' COVERED LANAI V_v CLG. 6068 S.G.D. -- — --" i 1 ININ G 11 12'-4" 4' 10'-4" I (2) 3052-8H LIVING ROOM W-8' CLG. 2X8 n Iu g`-0° 4'_g �•� 1-10!IIK 4` 4" v � _IR-ISH OWNER'S BATH ti I V. Q a'-9' GAG W.LI ; — — — _ _ _ C. b36 B I �•8 V-8' CLGL V C. - r 36'x60' I duT IFSINK I P a I SHWR. PAN -S IR-IliJ 2 II FI �p 2'-8 3.0' W/ ENCL — J Lo --- iR-ISH _ I Q I LAUNDRY KITCHEN s� Al ro z_a i IK I IO I 8'-8' CLG m r, cancn � PAN. .,� O, �. , , . BED DEN #4 / I - -I �•a ARCH v p `" 3-SH ON U F 4f- m Iu .ce9 ry,71 rRA/7,1 WH. I _ 22'X_ IvR ' GABLE ROOFS 1V M 0z 4V T-1 PROOFS 1 0<053 N FIGUAE, 11301.2i7I COMPONIENT ANO CLADDING PRESSORPRESSOR& ZONES I ATTIC I L ACCESS I BOLLARD OND AS REQ. PER BLDG. CODE I III I i s II QII � � II MT. 0 tr ryrb O II II B LAV. II V. FOYER L__ 8'-e' c A 3068 W/ 36'X12' TRANS. "' ENTRY — _ 8'-e• CLG. � N 0 c0 w RY TS 1777771 / 10'-8' BRIG. 17 X h It'-4 BFACs. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 90. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 80. FT. A/C VOLUME 164-1-1b CU. FT. COIaPOOff AND CLAMM WM LOAN I BASIC WM EVOSURE FOR 9 SECOND OUSTS g Om3m AND TYPE SQUARE FOOTAGE ZONE 160 WH WM NO REMARKS MIN. WINDOW R CRITERIA 10 5 34/-45 EXTERIOR ,SWING 21 5 32/-42 01 DR. MIN. CRITERIA 0, S.G.D. MIN. 72 5 30/-3-t CRITERIA 80�0 O.P.D. 56 5 32.5/-38.0 I +° I� ry 160'10 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31.6/-38.8 ROOF TILE N/A 3 -6829/ 5829 IF APPLICABLE a BASIC WIND SPEED MPH w = 160 (Vult) INTERNAL W41 PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, 0 EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONtfiOl DAM 02D/6 DBL. TOP PLATE m. ..a m I: m Ln - _d BAR DETAIL �N e2 u BEDROOM #3 g, 0 BEDROOM #2 W-8' CLG. m (V (2) 3052-SH EGRESS rv'-0" 2'-8 611 3'-10" 3 -10, 10'-2" 21'-4" 4 -4" 4'-0" 39' -8" rTD ARCH DTL. FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR C;RILLE. - VERIFY CONDENSER PAD LOCATION WITH 51TE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYGOMB-COS STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 i PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w a p � - s a F 4 f e CJBDIV. 4LOT: CREEKSIDE LOT #68 I EEtOJECT# 04321.200 068R1 l�fl MODEL: ;4 4EBB "1828-CALI" GARAGE SWING-, LEFT 7 GE: FLOOR PLAN k' 3¢ 1 ,100 MPH EXP. C ARCHffECT. STATE OF FLORIDA wa OCT 17 2019 a MIC:HAEL C. a4NDF'SRO°I G^ 17 AR �4'0 1730z5 PRINT DATE: 10 17 19 SCALE: 1/4"=V-0" SHEET e, Al iq EQUAL EQUAL E UAL EQUAL BLDG. HGT.h TO CONTROL JOINT - TO O, ONTROL' JOINT TO GON ROL JOIN TO CONTROL JOIN — - — - — 12 SHI NGLE ROOF DECORATIVE FOAM DRAIN 4' FREIZE TILES SAND q b' RAISED 8 -8" 51RCs. HCsT OPT. COACH LIGHT 0'-0 FIN_ FLR.., 0'-0" FIN. FLR. a'-S" 5RG. HGT. 0'-0' FIN. FLR. 2 <r r FRONT ELEVAT ® SCALE: 1/4 = I'-0' TEXTURED F NOTE: WALL FENESTRATION FLASHING AS PER F5CR RI 1�6 I �g SAND (TYP.) UAl A S'-8 5RG- HGT. 8'-8" 5RG. 16'X60' FYPON DECORATIVE 48 NUTTERS OR A QUIVALENT ITY . 4' RAISED SAND (TYP.) I� ---- -—om'-O" FIN. PLR. m -0 FIN. OFF RIDGE VENT I�6 FLR 6 t--------- OFF RIDGE VENT A ❑❑ TYP. II II N REAR ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH S'-S" 5R.G. HGT. 1'-0" I� TYP. II _ I ( oo'-m" FIN. FLR. -77 4E3 AYP A DECK. DTL. SCALE: �0'-0" FIN. FLR. MODEL 1t:28-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NETFREE VENTILATION AREA L1E FE LE VAT I ®N REQUIRED - 1/ 300 REQUIRED VENTILATION AREA 2450 /300 = SCALE: 1/4 = 1'-0' TEXTURED FINISH 8.17 SQ. FT. 8.17 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 iNUPPER PORTION OFATTIC = 470.4SQ: IN. (BALANCE TO BE PROVIDED IN OFF RIDGE VENT OFF RIDGE VENT SOFFIT VENTS) OFF RIDGE VENTILATIONAREA = 138 SQ. IN. PERVENT (net free area) 12 TOTAL# OF VENTS REQUIRED = 3.41 6 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free 11E area) 12 Co LIN EAR FEET OF SOFFIT REQUIRI 67.20 �- - A3 ------------------------------------------------- 5'-S SRC. HCzT: �-� 11-m II II — ;11 :l -0. ARIGHT ELENATI®N SCALE: 1/4 = I'-O' TEXTURED FINISH ■ II 4B A `t TYP. I o0'-0" FIN. FLR. ' 144 0*41�Wk 551 S. APOLLO BLVD., SUITE ?02 MELBOURNE, FLORIDA32901 PH: 321- 023591 www. a bdesigtgroup.com AA #: 0063325 '::t ON RR " P r 1 w � I f k U Ij I{ U ro F Cl Cl k (E W I C�I E4 j G IrTBDIV. 8e LOT- , C'REEKSIDE LOT #68 PROJECT# 04321.200 068k1j MODEL: 4EBB "1828-CALI" r A.RAGE SWING: LEFT PAGE: s I ELEVATIIN "C$1 460 MPH EXP. ARCHrrECT- STATE OF FLORIDA MICHAEL C. ANDERSON { AR NO 17305 I'D Rl INT 10 17 19 :1/4"=1'-0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE Ili OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI I10V OUTLET F EQUIPIULI D W/ (TAMARNO INTERRPTER (TAMPER INTERU R RESISTANT TYPE) a@ 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT © LED GLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WILD eVENT. FAN I CFM PER SQ. FT. VENT. PAN W/LIGHT I CPM PER SO. FT. VANITY LIGHT FIXTURE (SPEC'S TED BY BUILDER) ® 4'E FLUORS=HT LIGHT 2-BULB WRAP AROUND (RECESSED) ® 4 FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) T FLUORESCENT 4' FLUORESCENT r-o—r�—.rrr II©� 4' TRACK LIGHT PANEL METER OS.D. SMOKE DETECTOR LW µAI D IW SUP WALL MOUNTED BAIT. BACK-UP 6A. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ CARBON MONOXIDE SMOKE DETECTOR COMA HARDWIRE NTER-CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN_ 10'AFF_ AIR. CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRED OJ-60x TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn4 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48'INGANDESGENT 0 LIGHT STRIP �k FLOOD LIGHT r .. OPT. SECURITY ❑ KEYPAD HE PUS. 1 FUSH-BUTTON FOR CHIMES �---► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL I5 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a 181-ANP (NOT ON KITCHEN CIRCUIT) ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL ' BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). ' LAlJNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED Oil ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 67H ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FU3L. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. it EDITION R404.1 n u� COVERED LANAI_ CEILING MTD. LIGHT TO BE i INSTALLED, / PROVIDE PRE -WIRED J-SOX FOR / CLG FAN OPT. FAN u',.: OWNER. S ROOM I a SUITE LIVING 6) ol ROOM 0. �\ \ PRE -WIRED PRE -WIRED \ CLG FAN CLG FAN \ \ `469 F-_ I / SQ / - - is GO 'SWITGH IN \ CABINET / \ 16 I 0. T I \ - CsFI BATH I GFI L - L GFI ✓i G— I YW.I.C. I pP OUTLET I\ pW SINK 1 .I�VP- �LAUN� FOR taw KITCHEN / -- -- - GFI C1' / L �`---`�^� PAN. I RANGE �\ GFI GFI` M-t i OK BDRM. 4 / I � 0 � TT DEN / op WIRE w/ Wf \ I V OUTLET FOR \ I I FUTURE MICRO S/GO � I CLG FAN - A/C BDRM..#3 - RA - I / PRE -WIRED WI j I / CLG FAN T 644 AFF. �44'AFF- yij I S.D. WH / GARAGE I 0 lip n — / DOOR / BOLLA CONP. RD AS Ill / PER SLDG. WALL MOUNTED / f , CODE LIGHT W/SWITCH IN ATTIC _ / 1 ® I I BATH #2 � I // 11 S/Col r CLG. \\ S METER Q OUTLETKEYLESS \ 01 VERIFY tL FIXTURE FOYE /��p \\ BDRM. #2 LOC. IRRIGATION - \ = OUTLET a L-I' GFI GARAGE ENTRY PRE -WIRED GLG FAN MM \ I I � P.S- FOR CHIMES 1 I I �~----------------------'-�// - OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 114' = 1'-0' W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts I Circuit I I Circuit Watts Description #12 1 20 Exterior Receptacle GFI for TUG 1200 Ispace #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 AIC C.U.-1 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER. 3- #1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3- #2/O AL Ti & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description # 12 1 20 Small Appliance 1500 1 2 8000 Range # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater # 12 1 20 Refiiigerator 1500 7 8 # 12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI - #14 1 15 Foyer /Hall Bed. #2 & 93/ Bath #2 Lights AFCI 900 13 14 16 5000 Dryer GFI #14 1 15 Living Room. Lanai Lights AFCI 900 15 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI Space 23 24 900 Owners Suite AFCI Space 25 26 900 Owners Bathroom AFCI Space 27 28 900 Exterior Lights and Recept GFI Space 29 30 1000 Irrigation controls only Space 31 32 Space Space 33 34 Space Spice 35 36 Space Spice 37 38 1 Space Bkr Pole Wire 35 2 #8 Bkr Pole 50 2 25 2 20 1 20 1 30 2 20 1 20 1 20 1 15 1 15 1 15 1 20 1 #8 2 1 35 A/C AHU 1 5525 391 40 1 ISpace (Heater 5 KVA at 65% 41 1 42 1 Ispace Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: Total load subject to demand factoi 1 43600 ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER First 10000 watts at 100% 10000 INC: NON -COINCIDENT LOAD Remaining watts at 40% 13440 GFI: GROUND FAULT INTERRUPTER Total A/C load 10828 Connected Load Watts 34269 Am ps (watts / 240 volts) 142.8 I I I I I m I LED LIGHTING DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TH4N/THWN UNLESS NOTED OTHERWISE. POWER CCMPA TRANSFORMER GRAPE I_1 PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARV ELECTRICAL SERVICE. F'ROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C SINGLE LAV. m BATH 02 PROVIDE 302/0 CU, THUN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ■ OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 1204140 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/MP Mr-15 TELEPHONE SERVICE ENTRANCE EOUIPFIENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS Wire #6 #10 #12 #12 #10 #12 #12 #12 #14 #14 #14 CABLE TELEVISION SERVICE ENTRANCE EODUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OFkIFBCR 6t44 EDITION (bnl�� 5/B" PIA X 8 FT LONG COPPER CLAD 1pill .. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w oil [ U N ti 0. a U l Q F A ti SU3B3 . 8c LOT: CREEKSIDE LOT #68 PROJECT 04321.200 068R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. C 00 ARCHrrECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE• 10 17 19 SCALE: 114"=1' — 0" SHEET EI 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802.3591 www.abdesigngroup.com AA `: �0,0013 325 a , SUSDIV. 8t LO-y °<1 CREEIKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFTA 'A"Glen: PLUMBING PLAN 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA M OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 :k`KT 10 17 19 SCALE: 1/4"=1'-0" SHEET pI 1y �I 12XI2 12XI2 LIVING ROOM 10X6 OWNER'S 1�cFM RTTTTF V �4 —FM S- - �mFM� 50CFM 10X6 120 CFM a LANAI DINING ROOM 10X6 120 C 10X6 120 CFM u [I KITCHEN RA I - 12X16 11I --MASZR E LOUVER BDRM.#3 PLANTATION 180-04 2'8' MAX AIR 10X6 E-1 584.15 CFMA 11C FM 5' 4'J 10X6 "15 CFMli FOYER 12XB PASS THRU C, 0 f 8X4 12X8 4F7 CFM G' PASS BATH #2 THRU 10X6 15 CFM BDRM.#2 CALI EQUIPMENT SCHEDULE 3 TONS MFG C.U. A.H.U. HEAT SEER TOTAL CAP ELECTRIC BRKR REF LINES CARRIER 25H5C536A&030* FX4DNC5,FJ031L 5 KW 15 SEER 34800 208/230/IPH G.U. 35 ARU 35 3/4" d 3/8" R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS Cl - INT INSUL R-4.1 FRAMED WD -ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R �111 F W y w 0 4 v W O F A FF ti SUBDIV. & LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: H VAC PLAN 60 MPH EXP. C 00 PRINT DATE- 10 17 19 FSCATE: 1/4' =1'-0" SHEET l PER FLR PLAN 1/2' GLCx. 1 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL + 32' O.G. MAX 0'-0' FIN. FLR. O A � G l ATC 18S 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' 1" DIA. SLEEVE, D NOT GUT -BAR PE-1 I BOND BEAM SOLID GROUT W/ (1)- *S (2) COURSE DO NOT GUT THE BOND BEAM REBARS L�J 2A PIPE THROUGH BOND BEAM D1 / SCALE: 3/4'=I'-0" FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC' PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.S.B. SHEATHING 5/8' GYPSUM BOARD 'OR J' COX PLYWOOD OR 1/2' HIGH N'.j' SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD PER ELEVATION 6, \ SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER 011 ELEVATIONS ON R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS SP REFERENCE STRUCTURAL lx2 P.T. FURRING - STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND I 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY -J I WOOD BASE 0'-0' FIN. FLR� FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR }' 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. u I W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYE-R UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486'3 TYPE IV, OR AS'rM D 6151 \ CAULK AND SEAL `GAS LINE I;' PVC SLEEVE FOR GAS LNE a' cm I2' GYP. LLL. BD. LOCO DASE 28 GAS LINE THRU BLOCK D1 SCALE: IR'•I'-® FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON I' O.S.B. SHEATHING OR j' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0" TYF- MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0" FIN. FLR,L 8' CMU — Ire' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK SRAOKETS FASTENED TO WOOD JAMS PER PRODUCT GALV.STEEL- APPROVAL REQ VERTICAL TRACK I, M BY MAUF. SLIT FASTENED TO TRACK BRACKETS Rd UJ/ PRODUCT APPROVAL REQ. a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. UD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT t SACKER ROD UEATHER STRIP MOULDNG ALL OVERHEAD DOOR SY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' =1' -0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ PER STRUCTURAL TU ALL UPRIGHTS PER STRUCTURAL DETAILS RE-ENG WD. TRUSS /PER T ELEVATION,ONT. 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 GLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, PINSTALLED PER SECTION R905.1.1 ON �' 0.S$. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FAWIA PER ELEVATIONS TED SCIFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SEGLIREO PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU r _ 0'-0' FIN. FLR n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING ��1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W r U w 0 F 0. r W 4 F A ti SUBDIV. 8a LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA PAJ�� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE• SCALE: 1/4"=1' — 0" 1 SHEET SECURE 2xb MIN. TO ELK W/ (2))i'X8' A -BOLTS 4' EMBEDMENT MIN. 2'X)6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO sE DO INPRIOR TO FILLI Ell SECURE 2x4 ON - FLAT TO BILK '„1 Ci r 2a:..ILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) X'X8' A -BOLTS 4'. EMBEDMENT MIN. W/ 2'X2'X)b WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X(p PT BLOCK • CENTER OF DOOR HEADER W/(1))VXS' J-BOLTS 4' EMBEDMENT W/ 2'X2'A' WASHER AND NUT. NOTES: <I-. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 8' GMU )4' DRYWALL 1'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ 3if6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 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 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 �1 WINDOW TO BLOCK +3/4 OR +5/4 " SCALE: N-T.S. 2X4: = 3� SECURE TO BLOCK W/ /16' TAPCONS OR (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING- 2X6:® SECURE TO BLOCK W/2-%' TAPCONS(MIN. *ANK SIZE .145 MIN. HEAD 5IZE[)3bO MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8' CMU IS' O.G. MAX SPACING. )�" DRYWALL 2X8:cm ❑ 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-We.' DOOR CASING TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ya') ATTACH TO 2X PER WITHIN 8' OF EACH ENE), 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB CDO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" in1 WINDOW TO BLOCK +1-1/2" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3if6` TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mm SECURED THROUGH SECURE t0 BLOCK W/2 -3if6' NJN-STRUCTURAL �f6' TAPCONS TAPCON MIN- 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') s CMU Yi' WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. VX4' OR VX2' P.T. NAILER ® 2X8: ❑ SECURE TO BLOCK W/2-3/f6' x6' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O_C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ 6' @SCALE: N.TS. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-3f6' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 )i' DRYWALL 18' O.C. MAX SPACING. 2X8 ❑ l'X4' OR I'X2' P.T- NAILER SECURE TO BLOCK W/2--f6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOR K+221/44 WNDOWBTOO D SCALE: N.TS. BLOCK _ 2X4tw SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURALX Oc.0 MAX SPACING. MUST BE ON OUTSIDE 4 MUST X THROUGH SECURE TO BLOCK W/2-3ifib'NON-STRUCTURAL eft TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BI-OCIC MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') • DRYWALL WITHIN S' OF EACH END 4 I'X4' OIR I'X2' P.T. NAILER 18' O.G. MAX SPACING- ❑ 2X8 SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN- EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IVO.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: S4R7 AS NEEDED TO F"NM JAMC (DO NOT ExCEEP Y') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" E SCALE: 2X4= SECURE TO BLOCK W/ 346' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH 3� SECURE TO BLOCK W/2-MI6' NON-STRUCTURAL TAPCONS(MIIN. SHANK SIZE TAPCON MIN- 1-Y4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 Yt" DRYWALL 18' O.G. MAX SPACING. 2X8:® ❑ l'X4' OR 1'X2" P.T. NAILER SECURE TO BLOCK W/2-%r.' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE TRUCTURAL MEMBER rl�, .145 /(2)12d WITHIN 8' OF EACH MIN- HEAD SIZE 300 ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 1)'4') POOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T ,/ WINDOW TO BLOCK +3" l SCALE: N.tS. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3if6" SECURE t0 BLOCK W/1-1/4' TAPCON MIN I-Y4• TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4')" 8' CMU DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR I'X2" P.T. NAILER ❑2X8cm SECURE TO BLOCK W/1-1/4' 3f6' 0.5.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SWIM AS NEEPEP TO PLUME JAM (00 NOT E%CEEP Y') DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" v SCALE: N.TS. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3�6" TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 A' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED r0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW 11 TO BLOCK +3 3/4" SCALE: N.TS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 F 4 V 4 F 4 E4 ti SUBDIV. & LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068Rl MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C molor ARCHrrECT.. OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 rI TE• aa� a10 17 19 ALE: 1/4"=1'—O" EET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT PL THICK,3 COAT CEMENT FLANGE OF CONTROL JOINTS BE WIRED TIED TO LATH + 9' — WR5 LAYER 02 FORTIFIBER 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 + T O.C. MAX VERTICALLY BUILDING PAPER APPROVED METAL LATH FASTENED +T' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR l/16' ZIP SHEATHING SYSTEM INSTALLED PER — MANUF.B CS.) r A To I LATH SHALL NOT GAP MN. BE CONTINUOUS O' To e �` Mv- 6 To b' MIN, THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. &' TO 8' T.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) O.Il WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2. CREASE + PT. B FOI a U O L FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A z. CREASE . Pr. B s. CREASE a PT. B 3. GREABE • Pi. C 3. CREASE • Fr. C 4, FOLD PT. G OVER PT. a TILL PT. C. TOUCHES BOTTOM FLANGE ® ®FOLD a IT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT SHINGLE ROOFMG DRIP EDGE. OVERLAP W, Ex1E,ID IR' BELOW SHEATHMG, MECHANICALLY FASTEN 4' O.G. MAX / BorroM �- FLANGE WATER TIGHT SEAL FOLD, ttz 801 CUT- J' THICK, 3 COAT CEMENT 4PLASTER (FRlA'IE), IFI. 2 COAT CEMENT PLASTER (CMU) WRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) WRB LAYER AI, �S1UGC0 WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WIC 1)? ABOVE BHMGLEB (FRAME ONLY) FRAME OR c1ru \. . ExTERIOR 1 G!Y]CAiI �I I ./�FI7 F Sx5 WALL FLASHING in J�O � '-' KICK -OUT FLASHMG (SEE ft1 DETAIL) V� FASCIA WRAP ',INSTALL K16 FLASHMG AT BOTTOM OF ROOF 1 'WALL MTERSECTIONS 9•,y NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' + VERTICAL LAPS (ROLL ENDS) : 6' *HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I / I" MIN. LAP . META LWRB LAYER 02, FORTIP15ER BUILDING PAPER 2 APER LAP SCALE: 11/2' =1'-0' KIC KO UT DETAIL WATER TIGHT SEAL 11156ND OR SOLDER DO NOT CUT) LATH VERTCAL LAP TO BE I' METAL LATH WR5 LAYER 01, STUCCO WRAP ' 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 - 51DE LAPS OF METAL OR T/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 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 1.81 VOIJA THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WR5 LAYER w, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM(NSTALLED PER MANUF. SPECS.) 6' MIN. LAP x' LAP m LATH 3" LAP ® PAPER r `"`tr"'""'r't"K°' HORIZONTAL LATH IN WR5 LAYERS, TEARu MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL STICK ROOF CEMENT 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR -WOOD SHEATHING OR CMU -WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED 5'X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4'x4' SELF -ADHERING: MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE Is OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING .STEP "1 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 FNT 3A LIB^ 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 _ WREI LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH - FLASHING INGSELOVER 4'x4' MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIG COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 11 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. T I ON D TA DRAINAGE RLANE (UJR5 STUCCO UJRAF) LURE LAs`T ER 1*2 (F0fRT11=15EfR 3UILDING 1=AFER) 1"1ETAL LATH STucco X X X `-' WOOD SHEATHING OR -1/16 " ZIP SHEATHING S`I'STEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — NOTE : 1�(ETAL LAT�H: LATH TO BE FER SECTION R 103.i.1 / AeT1„I C—B47-09, 1'1IN. 2-E5 LBS. PER SCE. `rARD (UT I L I Ts"r l' NOtsi 1 INAL LATH DOES NOT 1 IEET Si=ECIFIC�TION�� d 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 +N F ° N r4 i o a V it W :ezo 4 V Q I'1 F A i :4ILL 1 `, r SUBDIV. 8e LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHffECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE• / / SCALE: 1/4 SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OFNON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING ® JOINT ALL AROUND HOODED VENT }' THICK, 3 COAT CEMENT METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (UJRS LAYER #11 STUCCO UJR,4P) UJRP LAYER *2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO LUOOD SHEATHING X—X—X—X OR 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SEGTION R103.1.1 / ASTM G-547-09, MIN. 23 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF_ SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 8 SIDES VENT ( BLOCK / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VENT PENETRATION 1i SCALE. N.T.S. i STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY LOCATION ,'LY' STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C"GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PRO',/IDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL .CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD 5HEATH41 • APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5 T E STET= 1*3 . e•o•o•a o .o.o.o 0 o. .o 0 0. o. o O o• o. .o O O• o. o 0 0. .o.o. e.o IlI6' XIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD CONSTRUCTION J TEXTURED ��FINISH' WOOD 1 FASTEN TO WOOD STRUCTURAL MEMBER • 71' O.C. MAX No' TON MID -WALL WEEP SCREED - - �(L �A ol W WIDE STRIP SELF - ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER, *1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 6TI #2 WRB LAYER *1, —1 STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER 5TE fi #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STF #5 #� ELECTRICAL RECEPTAc� ,E 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W y U W O F V W C F A SlYBDIV. 8e LOT: CREEKSIDE LOT #68 PROJECTO 04321.200 068R1 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA OCT 17 2019,, MICHAEL C. ANDERSON AR NO T730590 rrcar-i 10 17 19 DATE: / / SCALE: 1/4"=1'-0" SHEET 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rA U Eq ti F 0. U C F A E4 SUBDIV. 8c LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS (60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE• / / SHEET / I I I I I 11 1 2x(o SUB-BANp W/1 "x4" NOTCH e) END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH -s WOOD 1/2" TEXTURED FINISH s CMU METAL FASCIA WRAP Ye" FROM STUCCO, 1" FRO -- ------ -------------- WOOD WALL �EXTERIOR WALL \ (FRAME OR CMU N, NOTE: NOTCH FOR 2X6 SUB BAND ONLY DELEVATION M 11 II II II t 1 I 1 I 1 / 1 / 11 11 1 11 111 1 1 1 1 METAL FASCIA WRAP 2X6 SUB BAND ni cOPL AN 5- ROOF KICK OUT REMOVED 11 FOR CLARITY TROOF DECK (BEYOND) \ 1 DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH a CMU 2x6 SUS -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL T/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMu WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRES LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE': IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q 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 W/lY"x4" NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® 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/1Y"x4" NOTCH 6 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 -SAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 El W 134 U 0 0. 64 w 4 F a x SXMDIV. 8e LOT: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA wvv,,,� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 r DATE: T : 10 17 19 SCALE: 1/4"=1'-0" SKEET WAo 39'-8 i7-4„ 4 T-4' 4" i 2'-4" FM-12Xl2 3,-4„ 16 0' [ 10' 0" �^ 10'-4" I ' r 4" CONC. Soc\j r op i x SLAB W i NC\l i a I�I 3 1/2 IJ I I I I I I I I --ji I IL J J U — — F M -12 X 18 1 EXTEND SLAB 1 1/2" i I �z �i �= O } I� T� i TOP OF I LJ SLAB I` u FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'4% 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 0D TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS TD 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 ATTHE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT l \ ib n 00 x r LL lL op i W i N 15'-8" 5'-0" 19'-01, 1 - i 4" PVC i CHASE�� 9 0 1 — TE-1 NL- N SLAB e; i 51/2 i 4" o 0 17'-8" _ 2'-8" i TOP OFco i SLAB 3'-0' S i 1.1 i co 3'_6„ i Im iw N N r i U � i N iLL �a. O i I i EXTEND 1 _ _ 2 SLAB 1 1/2"00 r S1.1 I 00 1.1 FM-12X18 0o i LL 4" CONC i i x a SLAB N N IOw 3 1/2 i „ 3'-4" , i co-0II i 71/2 2 t�i o ---J i 1:1 h 1 1 i FMC 12X18 `r FMC-12X18 FM-12X18 n F - L t1 FM-12X18 I 4 1.1 1 2'-8„ 16,-,d' 2'-8" 3-10„ 10'-2" 21' 4"' 4'-4„ 14'-0' 139'-8" x FOUNDATION PLAN SCALE: 1 /4" = V-0" op F- N 11.1MINDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.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 6x6 WT.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 10" s (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" 75'7 #5 IN CURB VARIES F-24x24 24" 24" 12" s s (-)0"-4" SECURE STRAP TO A/C SIMPSON wa CONC. w/ UNIT ROLL STRAP (2)-3/16'X2' OR EQUAL a TAP -CONS EACI4 CORNER OF UNIT GONG. SECURE STRAP TO SLAPS UNITS w/ (2) +'Sx1 114 BHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 7 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 329C PH: ' 321-802-3591 www.abdesigngroup.com AA #: 0003325 �a N �s ca ,I I � lX cy I I S SUBDIV. 8e LOT: CREEKSIDE2 LOT #68 A� PB®JLCT* 04321.200 068R1 4EBB "1828-CALI" ]RAGE SVfMG LEFT PAGE: L� FOUNDATION' PLAN` 60 MPH EXP. C ARCHfT1=CT• STATE OF. FLORIDA I WCHAEL C. ANDERSON AR NO 17305 RINT 10 17 19 DATE: SCALE: 1 /4"=1' — O" SHEET Sl z II STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS _¢ Lu w m U V J O Z co I 8" CMU WALL k[ki SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY 1 1 EXTERIOR MONO-FOOTIN +- 0 TOP OF SL BAR SIZE 481 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" i �1 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 1 o SECURE FLANGE TO SLAB O S/(4) 1/4" X 2 1/4" TAP BOLLARD L\EAPLATE A MIN OF 48" AW/ 16d COMMONNWS, 4" O/C BTM.LC R OVERSTUD2xWOO EARING - WYP No 2 UDS SEEPR SPACING. INGLEBE TO BE PT.PDBL. TOP PLAT +- O 0'-01, TOP OF SLAB SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKI RE B . PLATE TO LAB / d MASONRY NAIL TAGGERED. ONALMETAL HECTORS NOT QUIRED WHEN NO PLIFT IS PRESENT. >EE SLAB SCHEDULE 0, • SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION W OD WALL SCALE: 3/4"=V-0" (NO L I F LT ) z w � m w U_ �V J CO C M EXT PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z N i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL z x l -SEE SLAB SCHEDULE TOP 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR MONO -FOOTING SCALE: 3/4 1'-0" GARAGE Lu I j co NEW REINF. BAR O 0- SECURED W/2 PART 0- EPDXY. MIN. EMBED J ¢ 8" UNO p FOLLOW ALL MANF. = SPECIFICATIONS FOR CO m I USE AND = F- oo PREPARATION OF HOLE w = J O e O co p• e� ee 4- 4 CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE. 3/4"=1'-0" - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q � <} w 00 cr J d =O 8" CMU 0 z M TC \ I SEE SLAB SCHEDULE z z "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND co POURED MONOLITHICALLY WITH - - FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 1 DOTING AND COL. P cr.n sia^-t _m +- 0 OF SL 30" MIN. EACH WAY FOOTING n c IT FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30 LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS L CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN 2X4 OR 2x6 W D BEARING PROVIDE BLO NG WALL W/SYP No 2 STUDS SEE P S FOR E R 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. @a 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 10d x 3" w SEE SLAB SCHEDULE Q I)P5LA6 EQ. EQ. SEE SCH ULE fFOR WxD, BAR ZE AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=V-0' (W/ UPLI POURED LINTEL CONT. (TYP.) '0;. 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING' 1/2" DIA. USP 725OSD BOLTS 5" S MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO 11 BLOCK WALL CONNECTION SCALE: 3/4"=V-0" zw Q J J M CO 0 ww w= � U Ul RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE OF SLAB 07 w c Q SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE FOR NRY SET EV: EQ• EQ• SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=1'0" (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 202 7ELBOURNE, FLORIDA3290J PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325' OMM �: I y ,I m 4 1 a N �� YF . � �� �'; tDIV' T: 4 , CREEKSIDE LOT #68 { PROJECT# 04321.200 068R1 CDET : 4EBB "1828-CALI" E GARAGE SWING: 11 ;j LEFT b; Li DETAILS J NI "RO' MPH EXP. L', 4�:,.: ARCHITECT - STATE OF FL- ORIDA s RT 17 2019 I MICHAEL C ANDEPWIN AR No 17305 01w PRINT /INT 10 17 19 D , SCAT: 1/4"=1'-0" SHEET �e1A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 61, k SUBDIV. & LOT-' ' ) CREEKSIDE LOT #68 PROJECT# 3I 04321.200 068R1 MODEL: 4EBB "1828-1 GARAGE SWING: '`',• T LAEFT DOWEL PLAN N �a lt, 50 MPH EXP. Cvy e ARCHrrEcT. STATE OF FLORIDA OCT 17 20a1 ; A C.RSON AR NO 17305 PRINT LhRAZ,TE: 10/17/19 SCALE: SHEET S1.2 Z - N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM a p CLEAN OUT REQUIRED pC FOR INSPECTION 00 m v m O o c) 0'-0" FIN. FUR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z_ CE LU coO U BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 4211 HORIZONTAL/VERTICAL -scREINFORCING _ �I z o} m U O �o� M C> r EXT. PORCH SLAB) W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING STEELREINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB T SEE SLAB SCHEDULE Z m 4" CHAMFER (1 STORY) 6" CHAMFER (2-STORY) Z MATCH STEEL g REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY �p PVC CHASE 4 THRU FOOTIN SCALE: 3/4"=1 -0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" IlI VI1 JILLL REINFORCEMENT PER SCHEDULE Eel #5 BARS F co I. 8" 1 0" k — ` CMU UNIT DIMENSIONS �o ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 2021 IELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Nq I W [y{ C4 w 'I i F0o .� 0. ti W 4 R 0 is iuBD CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: t' I LEFT .PAGE:i, cI �{ �{ DETAILS � e� ,I 16a s E 'Tad a � � � ��6 +ems") ARCHITECT: I STATE OF FLORIDA I MICHAEL C. ANDERSON AR NO 17305 +" 10 17 19 DATE,,, SCALE: 1/4"=1'—O" I SHEET S1. 2 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/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN 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 Qa 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T O A.`= TOP OF ARCH /T.O:S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT , MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS gTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 N/A — GROUTED SOLID "CAST-CRETE° SAFE LOAD TABLES SAFE LATERAL LOADS FOR - ' SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS * SAFE LOAD -POUNDS PER LINEAR FOOT CSC � SAFE LOAD PLIF 49994 A•+• SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 W8-0B BF12-OB 8F16-DE SF20-05 8F24-OB BF28-OB 8F32-OB TYPE LENGTH gU8 SF8 RCMU TYPE LENGTH 8F8-1T V12-iT BF16-IT 8F20-IT 8F24-17 8F28 1T BF32-1T 8F8-1B 8F12-1B 8F16-1B:. 8F20-1B 8F24-1B BF28-18 BF32-18 8F8-2T 8F12-2T W18-2T 8F20-2T 8F24-21" 8F28-2T 8F32-2T X-6" (42") PRECAST 2231 —3069 3719 5163 6607 8054 9502 10951 T-6" (42") PRECAST 1025` 1024 1598 T-6" (42") PRECAST 1569 -2655 3524 4394 5263 6132 Tool. 3069 4605 6113 7547 89T4 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 : 7034 810T 4'-0" (48") PRECAST 765 ` 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4805 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 45T6 5400 6224 4'-6" (54") PRECAST - 592 591 1073 -6' (54') PRECAST 1207 2040 2TO7 3375 - 4043 4711 5379 2189 4375 6113: 7547 m 8672 90294 11809 1207 2040 2707 3375 4043 4711 5379 5' 4" (64") PRECAST 1217 1349 1438 1999 2500 3123 - 3886 4249 5'-4" (64") PRECAST 411 411 745 5-4- (64") PRECAST 1016 1715„) 227614) 2838 3399 3981 ':' 4522 1663 3090, 5365 75471w) 7342ia) 8733pq 1012T„a, 1016 1715 2276 2836 3399 3961 4522 6-10" (7011) PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 6.10° (70") PRECAST 340 339 616 F-10" (70") PRECAST 909 1567(1e) 208013) 2593, 3107 ,$) 3620, 4133 (3) 1451 2622 436D 7168µs) 6036(,9) 7781pg) 8328 (m) 929 1567.. 2080 2593 3107 3620 4133 6'-6" 78" PRECAST. ( ) . 908 1238 2177 3480 3031 3707 4383 5061 - 6'-6" (78") PRECAST 507 721 490 6'-6' (78") PRECAST 835 , 1407(m) 188 2, 23291 2790(;a) 3251114) 3712(12) 1238 ' 2177 3480 5387 8360 1039Q3n 8825(,4) 835 1407 1868 2329 2790 3251 3712 7 6" (90") PRECAST ` 743 1011 1729 2632 2205 2698 3191 3685 7'-6" (901) PRECAST 424 534 363 ) 7'-6' ! (90") PRECAST 727(,)l 1065,zs, 1624131) 2025(,,) 2428,, 2827(zs) 32281, 1011 1 1729 2661 1 3898 1 5681 8467(44) 6472(15) 727 1224 1624 2025 2426 L2827 3228 9'�" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 326 512 230° I9' 4" (112") PRECAST 1 591. T08 z 1136sa 1474(z4) 1615,,4 L1 s4 2500m 752 1245. 1843 1 2564 3486 4705ryp 6390Hp 591 862 1318 1643 1 1969 2294 2619 10't" (126") PRECAST• 475 535 890 1247 1 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 1 10'-6" (126") PRECAST 530 575, 91633 1188 s3 1461, -. 1T3633 20111" ' 643 1052 ' 1533 ` 2093 2781 3643(as) 4754ps) 530 695 1160 (e) 1472 (4) 1763 ,2 2055 2348 11'-0". (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11 4" (136") PRECAST 260 452 154 S 11'4" (136") PRECAST 474 504(23; 800,, 1037,az 1274p.) 15133z) 1T53= 582 945 1386 1840 2423 3127 4006 494 607 7041a1o) 1372(11) 1843 ,0) 1915(s). 2187 )s) 12'-0" (144') PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144') PRECAST 244 402 137 12'-0" (144") PRECAST 470 9 458(z3) 724 (zt) 938 (sz) 1153(3z) 1369(32) 1585,3z 540 873 1254 1684. 2193 2005 3552 470 550 940po) 1302,,s 156003) 1818(11) 20751 13' (160") PRECAST - 296 471 755 1075 1428 1838 2316 2883 13' 4" (160") PRECAST 217 324 110 13'�" (160') PRECAST 418(1s) 386(zz) 607(ao) 785p,) 964p) .1143(3,1 1323,3n 471 1 755, 1075. 1428 1838 2318 2883 428 460 780 (9) 1158 zt 1418(;b) 1653s) 1887(1,> 14'-0" (1'68") PRECAST 279 424 706. 1002 1326 1697 2127 ,2630 14'-0" (168") PRECAST 205 293 100 14'-0" (168") PRECAST 384(1s) 358(zn 560 (z,, 724(ao) 889(,0) 1054p, 1220(ao) 4az 706 1007 1326 ss7 2127 zsaD atD 425 717 49) 10631„ 1358,;3) 1582M 1607(21 (It") PRESTRESSED N R. NR NR NR NR NR NR NR 14' 8" {7761') PRESTRESSED N.. R 284 91 14'-6" (176°) PRESTRESSED 239 334(z,) 520(z9) 672,z9) 825(;9) 978 1131(30) 458 783 1370 1902 2245 2517 2712 246 395 863 a 980 (zo) 1303(zs) 1518 1734 z4) 15 4" (184") PRESTRESSED N.R. NR NR NR NR NR � NR NR 15'�" (164") PRESTRESSED N.R. 259 83, 15'4",(184') PRESTRESSED 224 _ 313 zo 486 t78) 6271z9) 769 (29, 911 t2 1054 29 ( 412 €10 1250 1733 2058 2320 2513 230 368 816.(9J 908(20) 1240(ze) 1460ap 1668(20) 1TA" 208" PRESTRESSED P00 N.R.. NR NR NR NR NR NR NR NR NR 1T4" 208" PRESTRESSED ( ) N.R. 194 64 1T4" (208") PRESTRESSED 1B7 263 is) 405 521 , 638 z,) 756 .873 zr) 1NR 1009 1849 2NR 192. ' 306 1 508 (a) 740 j,aj. 1005(2+) h1271 ,) 1473 (s,) 19'4' (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 (17) 348 = _:447 (zs) 5'47 Ps) 647 A 747 1zs) 235 420 750 1037 1282 1515 - 1716 166 263 429 a 023 (15) 841 (zs) 1059,ss) 1227(ao 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4" (256") PRESTRESSED N.R. 125 42 E 1'-0" (256") PRESTRESSED ' 142 204 (,a) 307,) 393 (13) 480 (za) 568,za). 655 (,, 180 340 590 845 1114 1359 1468 142 232 373 (7) 537 (,r) 721 (2e) 905 Lai 1048,za 22'41 (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 Z'-0"'(264") PRESTRESSED 131 197 (,$) 295 (zz 379 jz3) 462 (23) 546 (n) 630 3 165 315 550 784 1047 1285 1399 137 223 358 z 513 ,1,) 688 ze 883 (ze) 999 aJ 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 (u) 267 rn, 342 [z,j 416 (zs) ` 492 (zi7 567 (zz) 129 250 450 654 884 1092 1222 124 . 202 319 p) 455 1'. 60 p)l 757 (e)j 876 (2zJ (#) 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 - PRECAS 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 DIVISION CONTROL NOTICE OF ACCEPTANCE F E C.P. CORPORATION-CASTE-CRETE ACCEPTANCE#:16-0126.03 �♦ 716-1T/OM/OB 1 1 ♦♦ 1 0 1 �♦ I 1 ♦` GT ♦♦ 1 0 I� 0 1 r� y �1 1 2.1 ` µ, 8F16-1 T/0M/0B — ♦_ _ 1 I 8F16-1T/OM/OB 1 0000001 0 g., 1 ♦ GT' 1 ,♦ ♦� 1 ♦ B, 1 ♦ �' I. ♦` 1 �, 1 1 ,♦ I o1 01 1 ♦♦ (6 1 1 1 ♦, �♦ 00 w, ♦ 1 1 Y 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 � 1 0' 1 1 IC) 1 �1 1 2 _1 0 1 CO 1 `b °1 1 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 c 1 � 1 L 1 — —- 1 �% I< �� 1 ♦♦ I 1 �� ♦ rl 1 I ♦♦® 8F8-'� 1 1 1T/OM/OB 1 % 1 1 ♦ 1 ♦♦ Ia 1 1 '®� 1 1 ♦♦ 8RF6-1T/OM/OB 8F28-1T/0M/0B ♦ 8F16-1Tl0M/0B 1 -- LIFT BEAM PLAN. SCALE: 1/4" = V-0" col 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 329011 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Wa w U P4 0 F 0. U W F fl 1 4 ZUBDI . s �e ` 43T: CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 MODEL 4EBB "1828-CALI71 GARAGE SWINGS: LEFT PAGE: LIFT BEAM PLAN AND NOTES -60 MPF PAP. C ARCHITECT: STATE OF FLORIDA IIC,HiP L C.-Af11 RSON a pal kli `7 - 10/17/19 Se A.L " 1/4"=1'-0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=V-0" 9 V OF\��� o`��� / 2 N 'NOMINAL WIDTH \\� �0 1 P�S�P NOMINAL�� Q� HEIGHT # OF #5'S, BOND BEA IT IS THIS ENGINEER'S INTENT THAT XFXX — 1 T/1 M/0B INDICATES'A DOUBLE BOND BE�4P AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDC PRE —CAST WINDOW SILL NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM t 5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND TOP OF eP� BEAM W/ (1) #5 BAR BOND BE $` EACH COURSE 8x8BOND BEAM — TOP OF W/ (1) #5 BAR -� BOND BEAM F =FILLED W/GROUT _ U = UNFILLED GROUT SOLID FROM -_ TOP # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND OF OPENING BEAM COURSE BEAM "� inn R SEE NOTE 5 6- 1 T/ I 1 V 1/O B LINTEL W/A( ) #5 BAR (L2)E LENGTH OF BAR = WIDTH OF MASONRY TOP OPENING-2" BEAM DESIGNATION M COURSE OR n # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 SCALE: 3/4"=1'-0" A PLACED. IN LINTEL LINTEL, W/O STEEL (L1) REFER _ -OPE TYPICAL MASONRY WINDOW SILL 0ONSTRIJCTION TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 14') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 7 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END V/7/16" EMBEDMENT OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL.-, 5 SCALE: 3/4"=V-0" I — SINGLE #5 CORNER BAR, 30x30TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM OVIDE #5 BAR STEEL REINF. OF NOV CH SIDE BOND. BEAM OF ^E. ^VATION CHANGE IN � ELEVATION OF BOND BEAM SCALE: i 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PHi 321- 23591 www.abdesigngroup.com AA #: 0003325 w y a r� c; ❑. I a ,I � r i W � " ti '3LIBDIV. 8e LOB'*': CREEKSIDE LOT #68 PROJECT# 04321.200 06BR1 0 ODEU 4EBB "1828-CALI" GARAGE SVfMG, LEFT DETAILS r; 60 MP EXP. C` �AFiCHITj C� l STATE OF FLORIDA OCT 17 204 MICHAEL C. ANOERSON AR NO 17305 ATE- 10/17/19 °e'^.A,LE: 1 /4" 1" FILE' Copy ,SKEET 2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/(9) 1Od 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/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3.`ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6 BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN 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 @ 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 8" FROM THE CENTER OF THE COLUMN. ( CONN LCI ON SCHEDULE II CONE ROL UAL L: UILS-17 Mil USP. SIMPSON - ''�;. mil ek USN SIMPSON ULS UPLIFT 6RAVIlY DLS U1�Fol ERavHv FASILIALK 1 LEA 16-18 1625 MUA16 1450. (H IDd Xl1/21VLY (7)16d2 2-PLY, EMBED 4" 1PLY, 16)16d;NPLY,EMBEU4" INS (12) End x 11/2 1-PLY EMBED4 (80)Too 11I/e %11;LMBLD EMBED 4' (2)H1A16-18 2430 (L)MtI A-16 (10)lbd2 PLV,LMBEE?4"- , (10)16dR 12 PLY,LMBLU4 I IIA It 1870 TILL A-16 1810 (10)10d X 11/2 ,(8116d 2-PLY, EM64-.. (9)IOd X,,11/2"1-P LY, 18) 16112 PLY, CM BCD 4" 11A20 1970 IILIA-20 1810 (10)10dx1 1/2".(8)16d 2-PLY, EMBED 4' (9)10ox11/2"-1-PLY, Xol6d2 PLY,EMBCD4" _. - -I 2035 (12)End x 11/2",1-0LY, EMBED 4" (10) (gd ll/2 1-PLY,IEMBEU4" (2)IITA-20 2430 (2)IICTA-2o 2500 (10)l6d 2RLY,LMBLU 4" (12Yup I$'-PLV,LMBLD4'r. 0' WGl-2 2260 LGl-2 2150, BLK(5)1/4x3l Wedge-Bolt+And WOOD (16)Ind (7)-1/4'Ix 21/0111(16) 16d a 01II A-20 2430 ULlAL20 2480 (16) SOtlzll/2,1PLY ALTER NATC USE OFRIIITA-20 ACCEPTABLE (18)- End xll/2, LPLY ALTERNATE USE OF(2)IIETA-20 ACCEPTABLE MUGI'15+ 4175 MGI+ 3965 (1)5/e A.T.R. IN IIIGII STRENGTH EP91(Y(I1dIN.12' EMBED),(22) IOd TO WOOD) (1)5/8"AT0. IN HIGII STRENGTH EPDXY (MIN. 12 EMBED),(22)lOdTOWWD- IIUGT2+ 9790 IIGT-2, 10980. WOOD (8) EOd, MASONRY (2) 3/4"A.IB (2)3/4"AIR. I N H IG H SI RE NGIH EPO%Y (MIN 12°LMBBU)(16)1Rd IOW000 IIUGT3+ 9860 IIGT-3+ 10530 WOOD (8) lbd, MASONRY (2) 3/4"AIR - (2)3f4"'A1N. I N I I I GI I SI RLNGIII LVOX4 (MIN I2 LMBLU), (1Id 10d10W000 WGl-3 3525 LG13-SDS2.5 32B5 CONC(41,3/8"x5"Wedge-Both Anchors, WOOD 1121 WS25 (11)WS1/W0"10 GI RDL R, (4) 3/8"x 5111LN 11010 WALL 1210 PA RA LLCL IO WALL LPTA 1510 PAflALLCETO WALL LTA2 1210 PERPENDICULAR TO (10)Ind x 11/2' HDU lad, l 1/2 14)1510PANUICUTAR LU WALL WALL MUG115 4175 VGl 4940 1 (1)5/8"A.T.R. IN I IIGI I STRENGTH EPDXY (MIN.12'CMBCD),(4)10d TOP/(6)I0d FACE/(12110d BACK OFTRUSS (115/8"A.T.R, IN II WI I STRENGH IEPDXY HAIN. 12" IMBED), (16) SDS 1/4x3 HUGE 7185 (2)VGl 7185 1 (2)5/8"A.1.R. IN HIGH SI RLNGTH EPDXY (MIN, 12°EMBED),(8)Ind (2)5/8 ATM. I N HIGH SI NE NG I H 6 PDXV(MIN 12 E MOkD),(32) SDS 1/4x3 MTW 12 1195 MTS-12 Iwo (14) 10d x 11/2',(14) SOd (14)Hod. 11/2, HIW 16 1260 HIS-16 1150 (16)10dk 11/2", (16) lad (If )isv (24)lOtl IIIW20 1510 n1S to 1450 (Njiiid X11/r,(20)1Od i1/Y 111W 24 1530 IIIS24 1450 (24) End X 111r,(20) 10d (24)10d x 11/2° LSTA 12++ 930 ETA -12++. 925 (10)1Dtl' (10) 10d LSTA 18++ 1235 LSTA-18 t+` - 1235 (14)10E! (14)10d MSIA 18++ -1310 MS1A-18++ 1315 (14)1W (14)Too MS]A 24« 1640 MST A-24- 1640 (18)Im - - (18)10d', MSLA 31)++ 2065 MSI A-3U++ 1 2050 (22)lOtl (22)}0tl( Q MSTA-36 ++ 2065 MSTA-36++ 2050 (26)10tl (26)IW:: � K51¢36. 3890 MSTI-36 3800- (36110tlX11/2' (36)Tod X 11/2 KIS1248 5140 M511-48. 5065 (48)10d X 11/2;". (48)Ind X 11/2 LEI Ab - 1210 116 ESE (16)8dx 11/2'I(16)8d) (8) a TO PLATES, (al 8d TO STUDS SP124 1030 SP4 885 (6) 10d 10 ST LIDS(6) End 10 PIAlE i; (6)1Od X11/2 TO STUDS MP34 5251N E1@160% A34 515 IN F1@ (4)8dx 11/2' 10 BEAM,(4)8d x i 1/1'10 POST. (4)8dx11/2 10 BFAM,(4)Sdxl lf2"1D P0S1 1fi0Y6 HHCV1 800 NCP2 645 (10)Lod kll/2": 101 KOSS,(1011MX 11/I"10 FLAT (12) Ind X 11/2 H116A - 1380 II10A 1 1140 (9110d x 11/3�TO TRUSS, (8) 10d X 11/2'TOPLATE (18)10d%11/2 MUGl15&PI UEDA 4175 VGI&IIUU4 4565 (28)111 ROSS.(10) WS3 WOW SCNLWSI O POST W/5/8"1 HRLADEDROO (16)SDS 1/4"x3 10 WOOD, 110 SU51/4"k2 I/2 W/ I HREADLDROU,(2) NU1S/WASHER/2 PLY. MUGTIS&PIIDDA 4175 VGT&IID7B 49AO (28)10d TO ROSS,(10) WS3 WOOD SCREW510 POST W/5/81HRWUED. D (16)SDS A/4x3! lO WOOD, 13)3/4 SI UU BOLTS W/ 1 BREADED RODJ2) NU1S/WASHER/2PLY PAU44 2535 6775 ABU 441 2200 6665. (1)5/8'#..IR. INL' I IIGI I SI RLNGI I I EPDXY,(MIN. P EMBED) IN COW,(12).)I&d 10 WOOD (1)5/8 4IA I N I I IG I I SI HLNGI I I EPDXY, (MIN I C, EMBED.) IN CON(12116d 10 WOOD PAU66 2380 16005 ABU 661 2300 12000 (1)5/8'A.1R InHIGH SIRLNGIII EPDXY, (MIN .7- EMBED) IN CONG:(12)16d 10 WOOD (1)5/8" A.I.R. IN HIGH SIRLNGH1 EPDXY, (MIN. ) LMULU.)INCONC,(12)16d1OW0OD o S19+++ 12D5 ❑119+++ 1340 (1)3/4'AT1L IN HIGH STRCNGTII EPDXY, (MIN. 7'EMBED) IN DONE,(SIIWTO WOOD (1)3/4"A.T.R. IN HIGH STRCNGTII EPDXY, (MIN 7 EMBED.) IN CONC,IB)lod TU WOOD LT5206+++ 1100 LTT20B+++ 1500 (1)3/4'A,T.R IN HIGH SI RENGI H EPDXY, (MIN.7" EMBED) IN DONE,(30)1W x11/210 WOOD (1)1/1'.A1 H IN HIGH SIHLNGIHtPDXV (MIN 7 EMBED.) INCOME,(10)10d 10 WOOD 0 0 11745 4160 II1T4 4235 (1)5/8'A1'.R: IN HIGH 51 BENGT H EPDXY (MIN.)" EMBED) IN CUNC.,.(18) 15tl X 21/V' _ R (1)5/8".bl IN HIGH SI RLNGI H EPDXY(MIN )"EMBED,) IN CONE, (26116d X 21/2" Z H1145 5005 LOIS won (115/9"A.I.R IN IIIGII SIRLN4111 EPDXY (MIN.)" EMBED) IN CONC,(26) 16d X 21/2" (1)5/d".A1 N IN IIIGLI SI NLNGIII LYU%V (MIN J EMBED,) IN CONI (26116tl %2TJ2" Q HHD011-SUS25+ 111310 (1)1'A.11.RJTI N111G11 STflCNGICPDXY,(MI@.30'CM6CDI INCONC,(24)W53WOOD SCREWS (2415DS ".x 2X."WOOD SCREWS (1)1'A 1.R INIIIGI15T0.CNGT1I EPDXY, (MIN 10"LMBCDQ INCONE Y. uYIIU11+ 14395 PIIDSA 6525 (1)5/8"/LB IN HIGH SI BENGT H EPDXY, (MIN T EMBLU) IN CONC tUN WS3 WOOD SCREWS (1)7/8 AB IN HIGH. STRENGTH EPDXY, (MIN. 7'EMBLD.) INCONQ(3)3/4"SIUDBOLISIOIyWD IIU7U 6y}g 1 U%8 7870 (1)7/8- A.B. IN I IIGI 151 BENGI'I I EPDXY, (MIN.)" EMBED) INCONC(3) 7/8-k SIUD BOLISIO WOOD MBIIA (1)1/2"J-BOLI'W MIN 6-LMOLU&NOT LESS I I IAN 4" FROM LUGL OF COW W/3/4"IAA IIW RAMSLI/RLDI ILAD R: (1)3/4P.1'IN I IIGI I SI BENGT I I LP)XY;(MIN 675 LMBLDMLNT)INC.M.U.TOP, (1)3/4' AT.R IN I IIGI I S1 ULNGTII NEM35X12H 2580 7130 3.56/1125 M75 5330 DYNA BOLT SLLLVL ANCIIOH ON LD W/MIN S'LMBLB INSIALLLDINFAR]}4)1Dd Al lUlSl EYOXYj(IL11N.fiJ5"EMBEDMENT) IN C.NLU. FACE, (18)LOtl 103LAM IIU54121E 3060 D10 (300%) INS[412 3635 2660 (S00%) (10)16tl 1O HEAUEN, I10)16d1U WOOD (10)16d !YU HEADER; (1U116dW WOOD 3325 (125%1 3265(125%) (WOOD) wU' IID410 FICMUI 1950 5000. I 1N10 45a0( RIAPPLRD,H.0 (18)1/4K23/4.111W(9 PER FLANGL) IOCMU,(10) 10d10WW0 ( CINU)0 1 low 10 WOOD '1I0210-21F(CMU) Z 1950 Soon I IUC2ID-2 Iwo 4500 ""WS3SC0.LWS,(1Ul30d10 (1B)1/4"Ix2 3/4 111 LN 9 PER I-LANGLI IG CMU,(101 End 10 WUW: (CMU LUSP0)3/16 2013/16' IAPPER+;(10) 10d 10 WOOD 0210�31F BMU) 1950 5000 I IUC210-3 180o 4500 ' WS3 SCREWS,(10130d10FI (1B)1/4rL3/4"TI1EN (O PtH HANGE)IUCMU (ID)IDd1U WOODEMU) 201.3/1,W IAPPLR>,(10) 1oo 10 WOOD LGUM26-2 2125 EDER LGUM26-2-SD5 1440 5595 edgo-Bolt+ Anchars, WOOD(4)WS3 WOOOSCRLWS (4)3/8 xII0.111 LN I ID ANCI IORS(2 PER ELANGL)10 CMU;(4)114 X 21/21D5 SCRLWSIO WOOD a a ti✓ C.) f 3 o CJ1A (( II )( CJ1A C�Q 1A I D3G ---� GT_ 1A -_7 y J 0 > ✓� c� U U - Dti 1 CJ1 e_. CC.;;IF 11 1 II 1(, 0 o CJ3 = CJ5 CJ5 II EJ7All II4 11 T 11 1 1A K 1A =___�===1 6 I S3.1 Al Arm- =_ _=�_ __ _ - - - - - - - PRE -FABRICATED ROOF - - TRUSSES @ 24- O.C. ML7 AX. I I I I I I I I I I I I I I I I I I _ A1A 77 I I I 17 I 22 _ I ACCES I I = A3- ,i I I I = A5 A7 A9 I I A11 _� .o L9! A13--_.- 1A 1A 1--- - _ A15 _ =-- - I 3.1 = _-_ 3.1_ I wti O _ C1GE 7 8 7 8 3.1 3:1B S3.1 3.1 FRAMING PLAN - SCALE: 1/4" = V-0" 1A 1A 2 I- 0 m It 0 i c� of O x U 551 S. APOLLO BLVD., SUITE 202 IELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �- & L40T: i; CREEKSIDE LOT #68 PROJECT# 04321.200 068R1 P�,101-4 4EBB 711828-CALI" GARAGE SWING: j LEFT PAGE: FRAMING k ri LPLAN 60 MPH EXP. C AROHM--i T: STATE OF FL 6FI.`1v _ - A:7 OCT 17 2019 MICHAEL 0ANF�R30N AR NCT"19- +aaS SAATE:TE: 10 17 19 I SCAT :1/4"=1T-O" SKEET" S3 ENGINEERED WOOD TRUSSES-— - PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL ' FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTAI6 TRUSS ANCHOR "ROOF/WALUFLOOR WITH 9 1 Od 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 (1)USP HTA16 TRUSS ANCHOR WITH (9) -- STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 1 Od x 1 1/2" TO TRUSS. FL#17680 B-(2) USP HTA46 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY 1 Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR- HEAVYDBL STRAP, 1 EACH SIDE WRAPS UP AND UPLIFT CONNECTOR OVERTRUSS(NOT SHOWN) FL#17680 (A) USPLUGT2 W/ (5) 1/4'1 POWERS 1x2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV: NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (3) 16d Z (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x6" WEDGE BOLTS AND 1x2 SECURED`W/ 10d TRUSSES @ 24" 0/0, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED, 1x2 SECURED W/ 10d MA ONRY BOND ENSURE THAT CELLS ARE GROUTED GALV- COMMON NAILS BEM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SE SCHEDULE SEE SCHEDULE AA BLE UPLIFT _ U 3980 LBS, LA785 LBS (2PLY)' A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOW BLE UPLIFT _ U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ TYPICAL ROOF SS -GIRDER SCALE': 3/4"=V-0" CONNECTOR(S) SS-G-IRDERSCALE:3/4"=V-0" CONNECTOR(S) 1 4 NOT USED NOTCH DEPTH 1/4*D o HOLE EDGE >5/8" T HOLE DIAMETER <2/5*D SGL STUD OUTER 1/30F SPAN ONLY HOLE EDGE >5 8" BTM. HOLE DIAMETER PLATE <3/5*D DBL STUD �41 I STUD NOTCHING AND BORING LIMITS $ SCALE: 1 1 /2"=V-0" &N10_iUSED 9 NOT USED 6-0" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) # 1175 UPLIFT USP — HTWM20 W/10 1Od TO TRUSS AND (4) 1/4"x 2 1/4" 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 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2"APART REPAIR OF MULTIPLE (','� MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX.. OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10' 0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMONNAILS AT EACH CHORD INTERSETIONTYP. (� BTM. CHORD BRACING 1 � NOT USED SI:ALE: 3/4"=V-0" (2) 2X4 Not SYP DIAL. BRACE W/ (3) 12d @ EA. 2x4 BLOCKING BETWEEN TRUSS (DIAG. BRACE TO TRUSSES WHERE X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30' 0" (1) "X"BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2xPT. PLATE (1) "X" BRACE@ CENTER 1 TO BLK W/ T (2)'1 BRACE DIVIDED EQUALLY ANCHOR BOLT W/ W FROM CENTER TO END. J HIGH WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT.2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TORE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" 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 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 SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES- 11 ALTERNATE MATERIALS SCALE: 3/4"-1'-0" PkL c® 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA 3290: PH:, 321-802:3591 www.abdesigngroup.com AA #: 00033'25 0,1119 uT, 7-.0: �1 , rq I FA � 9 r u , i r F � I rv'tl � � � I „ fSUBDIV. & LOT: CREEKSIDE LOT #68 Jli PROJECT# 04321.200 06BR1 MODEL: 4EBB E? "1828-CALI�j GARAGE SWING:1 LEFT e PAG III I DETAILS 60 MPH EXP.0 �U ARCHrrECT: STATE OF FLORIDA OGT 1 7 ^2019 Mr iAEL C. ANDERSON AR NO 17305 05 ET 10/17/19 " " SCALE: 1/4—f—O �._ Ell SHEET 3.1 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 — i BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA ;NCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECUREGA LE TO2x8 P.T. PLATE W/ 12 's 8 O.C.MAX RUSS (TD WOOD TRUSS (TYP) Qa 24" O.C. MAX VERIFY ® sue_��' OI I Wzrd W/ TRUSS PLAN CONC. POURS® LINTEL COURSE CONT.2x4 SECURED W/ (2) 10d's C@ EACH TRUSS TO BE INSTALLED 9 10'-0" O.G. MAX. M GABLE END BRACING W1 PRE—ENG GABLE TRUSS �« CMU WALL ®� cn. 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 '# PH: 321802-3591 www.abdesigngroup.com 41 AA #: 0003325 d,4�r✓.�s�.rs;: N. I 1 �n t 3DIV. At LOT: CREEKSIDE LOT #68 i PROJECT# 04321.200 068R1 4EBB "1828—CALI" C;-ARAGE SWIXCT ,- LEFT a DETAILS k! tj Q60 MPH EXP. C ARCWECT STATE OF FLORIDA F OCT 1 1 2010 CHAEL C. ANDEFSON AR NO 17305 F 10/17/19ALE: 1/4"=1'-0"EET 3.1Bk VTT SPACING (1) AT EA 2x4 BLOCKING BETWEEN TRUSSES VTT7t,, AND 6'-0" O (2) 2X4 No:2 SYP DIAL. WHFRF X-BRACING IS PRESENT AT BRACE W/ (3) 12d r7a EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X"BRACE 30`-1'I TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X"BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2z WOOD FASCIAfFOR NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3) 16d WOOD GALV. COMMON NAILS. 24" O/C, 1x2 SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN — 12" O/C- AL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEI_SCHEDULE �—� GABLE END PRE—ENG'D TRUSS W1 HIP RETURN SCALE:3/4"=V-0" SIDE VIEW PRE—ENGINEERt—� VALLEY TRUSS CONNECTION ■ 551 S. APOLLO BLVD., ;. SUItE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a bd es i g ngrou p. Com AA #: 0003325 F m Elm W y 0 ±+7 ca W 113 F 0. U W 4 F A �I tr s ''tea• �:'�:, CREEKSIDE I LOT #68 I PROJECT# r. 04321.200 068R1 MODEL• 4EBB "1828—CALI" GARAGE SVIMG. LEFT .PAGE: a DETAILS R' MPH ESP, �*. AR CHITECT: STATE OF FLORIDA "�T)V-V' - OCT 17 '201i ,10 I1 h` � `l, C:. ANDERSON 17305 ., WS. ;E• u=� '10 17 19 SCALE: 1/4"=l'-O" SHEET S3.IC GABLE - END HIP ROOF ROOF WIND DESI GN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23,79 PSF (33.79) ZONE 2 = 39,48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASICWINDSPEED: 100 MPH WIND EXPOSURE: "C" RISK CATAGORY 11 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 ROOF/ WALL/ FLOOR MIN. 5/8 CDX EXT, PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE 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 NAIL SCHEDULE END: SIZE r 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" OA20" PNEUMATIC SCREW NAILS 1, NAIL SIZE PER, ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE NAIL & TOOL O.C. MAX. IN FIRST FRAMING ASSOCIATION-(ISANTA) ESR-1539 SPACES AT EACH END.. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR, SHEATHING ( I USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS,AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.0 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 ¢ U) Z W zo C C7 Lu 8d RING SHANK GUN NAILS Z 0 6" O.C. IN FIELD U x O LJ .Q — Z CD Z Lu Z O W 0 UU Cry L z z Y CJ = U Q O Tn 0 xp C7 D Z @ . z 00 co J J a ¢ Z Y Z W Z Q W o �W w 3:co ¢ 2 ' LU (j U 1— 0 U) to < O Z 00 W E Z 00 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT ARCHII ECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS EEI 2017, 6th EDITION ACI 31-14 BUILDINGDE REQUIREMENTS CO QU S FORSTRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DE TAILSIAND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL 3E CONSTRUED TO APPLY TO ANY SIMILAR. SITUATION.. ELSEWHERE ON THE PROJECT, EXCEP. WHERE A DIFFERENT DETAIL IS SHOWN:. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS..FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO TH ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. : ! THE ST UCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COM LETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING; TEMPORARY BRACING, GUYS. OR TIE -DOWNS. THE C INTRACTOR SHALL SUPPLEMENTTHE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIF EMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS:` ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) It 0 psf w/ No GYPCRETE) 10. sf BTM CHORD 5 sf BTMCHORD P P DEAD LOAD TO RESIST WIND UPLIFT. I Opsf BALCONY LIVE LOAD 60psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST ASCE 71o(FBC R2017) EXPOSURE cRIsK CATEGOR Y II LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 sf, UNINHABITABLE p C WITH LIMITED Ep STORAGE: 20sf, HABITABLE ATTICS AND AT SERVED WITH FIX TICS S E FIXED STAIRS: sf, BALCONIES EXTERIOR P P (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DFrAWING l Evlrtw1 ' ` , `. A' ,.. SHOP RAWIINGSWILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THEI, CONTRACT DOCUMENTS ONLY. .IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.' SHOP DRAWINGS IN THEFORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITT--N.PERMISSION FROM THE ENGINEER. IN ALLINSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN. OVER. THE SHOP DRAWINGS CHECKED,. UNLESS OTHERWISE: SPECIFIED IN. WRITING BY THE ARCHITECT. I; FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAV TIONS AND SLAB SUB -GRADE. SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE MODIF D PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL - SOIL FOR TERMITE. PROTECTION. ii THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE TRE-COMPACTED - , GEO CHNICAL ENGINEERS REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. :WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO TECH. ENGINEER. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/41'. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED V4", PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER ME MBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS: SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE: TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN. ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL. BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS.,: REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD. LAPS ARE SUBJECT TO ENGINEER'S REVIEW. - TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25 #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED INTHE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE: THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS. OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT CSCMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CICNCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE. WITH ASTM .C-` o, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO:FILL .MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE. GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE. USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL. BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: WOOD: NON -BEARING WOOD WALLS TOP PLATES &:STUDS CAN BE SFF. ALL WOOD FOR BEAMS, BEARING WALLS; SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS ETC. SHALL BE SOUTHERN N PINE NO. 2 OR BETTER. FIB = 1100 PSI AND A MODULUS O F ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE' BLOCK SHALL BE 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 CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER. THAT CONTAINS MORE THAN 1/2' OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES:` TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036"AND BE MANUFACTURED. FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD. LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58:1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED G AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE. TO BE USED AS AGUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL .AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALLTRUSS/ HEADE R ENGINEERING. G DIS CREPANCIES LAYOUTS FROM THES E THAT OU S AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL. BE SIGNED AND SEALED BYAFLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATEA ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS IAND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE =,; •_ - .•: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, E,, CONCRETE: . If, _ 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, - ! Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE F OR S, Fy = 35 ksi. TUBE AND PIPE 2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED INTHE SHOP. 3 000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE. SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRA TOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DAFA FOR EACH SEPARATE MIX PRIOR TO - OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE. TURNED ELEMENT. BOLTS SHALL - CONCRE E PLA'CEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO,THE ADDITION OF PLASTICIZER. - BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.- CONCRETIE SHALL COMPLY. WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM' C-94 OR MEASURING, MIXING TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS --.., ADDEDT�0 THE {MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY ;''II SUCKTHAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED.' IT SHALL BE THE RESPONSIBI"lTw y� OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVES AND THE CONTRACTOR OF ANY NON - COMPLIANCE WITH THE ABOVE. Z REQUIR D CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. on 1-1/2" FOR #5AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3!4 FOR SLABS, WALLS AND JOISTS 1 1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS III FASTENER SCHEDULE - WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE. SPACING M REARKS APPLICATION SIZE TYPE SPACING . REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL a, O/C GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY 1 1/T EMBED., 4" END DIST., MASONR / CONC NAIL 1 :112 LONG. TO MASONRY/CONC. NO WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. SG D AL. EXT. DOORS CASE HARDENED COIL 9'O/C WINDOAMORI FASTEN GARAGE DOOR BUCK C 12' DIA. W/ 4' EMBED END DIST., ' ix PT, SEE NOTE 6 NAIL T 1/2' LONG STAGGERED INTO MASONRY/GONG. . TOMASONRV/GONG. WASHER EXPANSION BOLT pq- 0/C 3 EDGE DIST. GE ' WINDOW BUCK CASE HARDENED COIL 91O/C WINDOW/DOOR! FASTENED METAL STRAPTD CONTACT THIS ENGINEER FOR SPACING 1x PT SEE NOTE NAIL 1:112"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS - EXT. SWING DOOR 1213,�16DIA "TAPCON 18"OfC 11/2"EMBED, W END. NOWSEARING WOOD tY2"^ EXPANSION 4' EMBED. 4"END BUCK 2x PT, SEE NOTE6 NO WASHER FASTNER DIST., 1 1/2" EDGE DIST. WALL TO GONG SLAB W/ WASHER BOLT 24" O/C DIST., 3" EDGE DIST. %THING (O.S.B. 2x PT WINDOW BUCK 0.1 9'O/C %'END. DIST112' ' PT TO STEEL COL, SEE WW!IPASx21/A" WASHER STAGGERED EDGE DIST. T. NOTES ` NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED ! - 4 PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5 FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENTOF 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 ME M13ERS ARE NAILED AND 8d RING SHANK GUN NAILS 912" O.C. IN 2x MEMBERS ARE SECURED Wf TAPCONS OR PAFTO THE SUBSTRATE. FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O.F jN FIELD J\ w VZ4I TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 551 S. APOLLO BLVD., SUITE ?02 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesign�group.com AA #: 0003325 II C�7 e� A s ,rL n fl f l hm: I 6 I I CREEKSIDE LOT #68 9d:DO f 4EBB "1828-CALI" r2T;r ARAGE SWING: LEFT DETAILS II'I A' ARCFIfTECTF z A. 4 'T" . :,� a ATE OF FLOPE , raw^ nn t F OPT- 17 2019 MICHAEL C.A1V08MN AR NO 17305 1:,,ATE: 10/17/19 SCALE: 1 /4" =1' — 0" SHEET f� zT " ) y Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miam.f-Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design:.. APPROVAL REVISION DATE Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking, Fastener spacing @ 1.5" o/c max. @ head and jamb. FL5891.2 R6 12 31 2021 Swl rig door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" , — _ —_ : �__ -. _ __ _� --------------------------------- ------- __:_. _.._______. ....------------- -------- ------- Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 11 3/4 ° a/c at jamb, _ ----- 16" @ head. 1 1/4" embedment. Type Ili 3/16" or 1/4" ITW concrete tapcon anchor. 6' max. from corners, 71/4" o/c at jamb, 101/4" @ head, 1 1/4" embedment. Two additional tapcons m€dspan and one at lower frame required vertically each side. FL16103.1 B12 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact Instal per manufacturers recommended requirements. (+38) J (-48) (+50) rr (-50) Type 1: 3/16" ar l/4" ELCO Ultracon anchor 6" max, from corners, 14" o/cat jamb, 10" @ head, 11/4" embedment, Type II: 3/16' or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o% at jamb, 6" @ head. 11/4" embedment. Eight additional tapcons top and bottom required bortitontaliv, 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, 161, ..,,... @ head / sill, 1 1/4" embedment. Type If: 3/16" or 1/4" ITW concrete tapcon anchor. Cs" max, from corners, 8 1/2" o/c atjamb, 101/2" @ head / sill. l 1/4" embedment. Five additional tapcons top and bottom required horhontally,two mdspan vertically FL16104.2 — — R5 11/30,12022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side, Installper manufacturers recommended requirements, (t38) / (-48) (+55) / (-55) niw- x _ 1/4' concrete tapcon anchor. 2 3/2" 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. I� 14634.1 T R3 12/31/2019 Sliding Glass Door Sill Riser ply Gem Non Impact (+33) / (-41) (+so) 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 R4 12/31/2019 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36 ) / (-47) (+47) / (-47) door with transom Double Garage 3/8" x 2-3/4" Hiiti sleeve anchors 6" from ends 22" O/C FL16107.3 Rio 12/31/2020 Door 16.2x7 73 W6 Cfopay N/A (t29 )/ (-35) (+36) / (-42} 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 112" FL7006.1 R10'' 12/31/2020 %4Roo# IKO Cambridge N/A above each cutout, Drive nails straight so that na€l head is flush with, but not cutting (+36) / (-47) N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FLiS216.1 12131/2020 Undertayment Rhino U-20 Intersveb N/A. shank nails spaced WO.C, at all taps and three staggard rows fastened 12" Q.C. in the r N/A (R,°• (P£N€)tNG APPROVAL) field. ell Position Vent Flange beneath loosened shingles a€€gned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/9" 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 FL1691.8.3 R2 919/2026 Off Ridge Vent OFF-R€DGE VENT WITH A TAMCO N/A four sides of the vent. All exposed fasteners shall be seated with roofing N/A N/A BAFFLE Lk 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 Flash€rrg, Install in location under shingles to roof deck Fasten Base Flang to Decking using 1 1/4" R€ng Shank Nails, Fasten Base Flange wf(i) nail . ea comer @ir'from edge, Fasten each Side of Base Flange usin g ng (3) Wailes spaced nomfna! 5" apart and 1 from edge. Fasten lop and Roof r Bottom using3) nails spaced a nominal 5 apart and 1 from edge far ( a fatal of P Pa 22 dg FL379' 2 A11 8 16 2021 f / (alternate) alternate 7 7C1-D Lomanaco NA / nails. Seal all s cams and nail heads € ea sand Dose shi fes. Refer to a ! and N A � NIA Manufacturers installation rust r ructions. AOR s not responsible for Errors, Omssinns or interpritations of this installation Method. AOR is tot responsible for Errors, Omssions or misinterpretations of this fnstall"on Method. FL24161,1 NONE 12/31/2020 Soffit fi VarifonnSof is PI Gem N/ A FL24161.1 _ 1/4" x 20 stainless steel or ELCO Panelmate with minimum embednn nt @ 13/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2' min. edge distance, 12" o%max. spacing, Can be headed I'll 1 R2 12/31/2019 Less than 6' span 2-1GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A +or- 20 p.s.1" ......:. ... _ _...._..-. _ 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in Hurricane Panels Hurricane Storm N/A concrete / masonry, 2 112" rnim edge distance, 12" o/c max. spacing. Can be headed F1.162911 R2 12/31/2019 6 span or more 24 GAGE panel MFG. screw or aft thread but with wing nuts. N/A rig + 20 p.s,f, Install per manufacturers recommended requirements. FL1114i. j R3 6/27/2019 Zip System l 1Naf Sheatfing Huber N/A N/A N/A Sheathing Lw 515, APOLLO BLVD„SUITE 202 BOURNE, FLORIDA 3290 PH: 321 802.3591 ww,abdesigitgro up.com AA * 0003325 -sw Q, , ra< r <-,T�.79 to s� 4 ra S E F-- n Kt f c o (Y U Z. a t n. H L.L C O I.TT Y MAS1ER' P PROJECT# HINC'LP GARAGE S"PV'ElrtG: .€;� p X . V ARCHITECT-. S `rE 4F FLORIDA t ^-_ 9 OCT 1 7 2019� MIC1-- „m.L C. ANDERSON AR NO 17305 PRfXT DATE: 01/16j10 SsCALE: 1;'4' =1' Ci co � Y 81—MET -10NT;P,0L DATE 1!6.9 GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. - 2: REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN:SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3 SECTION R301 2.1:2 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS,, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IFANY DISCREPANCIES ARE FOUND, 4 NO EXCAVATION SHALL BE MADE. WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/:THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION F THE ARCHITECT I WRITING AND N 0 C ECT N G N WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5: ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN 8" LAYER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE u AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND AND/OR SHALL BE KEPT DRY SO THAT EROSION WILLNOTOCCUR IN THE FOUNDATIONS., FABRICATION OF THE WORK 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THEM COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9., THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7 DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS VER[FY THE ELEVATION OF THE FINISHED Fi00R SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODE HAVING GJURISTICTION,INCLUDINGALLAPPLICABLESTATE,CITYAND 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED TO PLACE THE FINISHED FLOOR ELEVATION MIN V-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1 GARAGE DOOR DRAWING. A. ENGINEERED, FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,".INCLUDING SOIL APPLIED. PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2: AS PER SECTIONR302.5:1, OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A.ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE HALL BE ISSUED T , C C S SSU 0 THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 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 PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES " DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. le . TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS S 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM%" PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. Qt 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3); MANUFACTUREDSOFFITS SHALL BE TESTED AT 1.5TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, a" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED -TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPERDETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -15A 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. 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) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES 1 CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Is 551 S. APOLLO BLVD,. SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngrqup.com AA #: 0003325 F w oil w U F p 0. w Q m 4 rm r f 4 �'j9V8DIV. 8c LOT: 47 CREEKSIDE LOT #68 p'. PROJECT# 04321.200 068R1 eI 7' IODEL: I; .r 4EBB "1828-CALI" GARAGE SWING-, 7, LEFT I PAGE: j GENERAL NOTES 60 MPH EXP. C ARCHrrECT.- STATE OF FLORIDA, OCT q 7 2020 I.41^?"..EI C. ANDERSON k• AR NO 17305 `� s"Z' i DATE: 10 17 19 1 SCALE: 1/4 -1'-O" SKEET G