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Home My WebLink AboutBuilding Plans828 ..,.....,.rr-11m\S� 1430 CULVER [DRIVE NE, PAL.M BAY, FL_ 32907 • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUZDING CODE, RESIDENTIAL, 6TH EDITION (2M7) 1eALL LOCAL AND STATE CODES DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE .CONSTRUCTION BASED ON THE DRAWING SET. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE al —STORY RESIDENCE •2—STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH — C. — MAX. HEIGHT AS PER LOCAL AND STATE CODES FT. CALC.'S LARGE LIVING 191E SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 50 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 15120.9 CU. FT. Tel: (321) 733-7092 ABBREVIATIONS Fax: (321) 733-7972 ABV. ABOVE LAV. LAVATORY AC AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE" CABINET AL 1, ALTERNATE MFR, MANITFA( TTTRER AMP, AMPERAGE MIN_ MTNIMUNI BD. T30ARD M.T. METAL. THRT'SHOLD CT. CENTER LIMP. MTD. MOUNTED CATS, CA13TNLT MIL. METAL. CLG, CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENT CON( CONCRETE I'L PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE p. DRYER PLT. PLATE DT31- DOUBLE PLYWD_ PLYWOOD D.G. DU AT. GLAZED PR. PAIR DIA_ DIAMETER P.T. PRESSURP TREATED DIM. DIMENSION R. RISER DISP, DISPOSAL RAD. RADIUS DP, DEEP R.A.G. RETURN AIR (TRILL DR. DOOR REEF. REFRIGERATOR D.S_ DOWNSPOUT RM, ROOM DIE DETATI, R.O. RODGH OPENING D.W_ DISHWASHER S.C. SOT.TD CORTF.XTDR T.A. TACIT S.D. SMOKE DETECTOR ELEV, ELEVATION S.H. SINGLE HUNG F.Q. EQUAL SITE SHEET F.XFL EXHAUST SHFHG. SHEATHING EXT. EXTERIOR SHWR SHOW'FR F.G.TX. FIXED CLASS SIM. SIMILAR F.G. FUEL GAS sl,. SLIDING FIN, FINISH SL. GL, SI.TDING GLASS TER. FLOOR STD. STANDARD FLUOR_ FLITORESCTNT SWS SHEAR WALL FR. DR, FRENCH DOOR SECTION FTC, FOOTING' TEMP. TEMPERED GLASS GA. GAUGE, THK. THICK GAR. DISP. GARBAGF, DISPOSAL T.Q.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT LO R TOP OF PLAIT. INTERRUPTER T.O_S. TOP OF STAB GL. GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD UN O. UNLESS NOTED H.B. HOST. BIB OTHERWISE A.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W', WASHER H(-,T. OR HT HEIGHT W% WITH IN',UT- INSULATION WD. WOOL) TNT. INTERIOR WDW. WINDOW %H WA FER HEA IER W'.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01126n8 CD'S ISSUED OIA5/19 2011 FBC UPDATE 01/16A8 CD'S RE -ISSUED 02/21AB SIDING: ELEVATIONS ADDED 03/26/18 CD'S K-ISSUED 041113AD FOOTING REVISION PER M. 50WES 06121AB CD'S RE -ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22A9 PLAN MAINTENANCE 03/28A9 REVISED LINTEL BITE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELI5.) 04/24AS REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELB.) 06A2A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06/21119 ADDED LED LIGHTS • KITCHEN 4 BATH PER MARK 80WES 01A9/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09/11/19 ELEVATION V SIDING -ADDED LOUVER • GABLE ROOF 10/25A9 ADDED OPT. 8'-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 R3=VISE ENKAVENT RADON PLAN DIMENSIONS 04/09/10 OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/09/20 OPT. 6-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS V 4 'M' (ORL) 01A5/20 I ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORE.) INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCR PG S1—FOUNDATION PLAN PG S1.1A—DETAILS Richw 0� 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 S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS se"'OdfmGmw uw=91. 1 ewlrw.r+nu S 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W V3 U W F Em V W C F A E4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. 0 ARCHrrECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 rii1." A DATE: 08 17 20 SCALE: 1/4"=1' — O" SHEET CI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING., THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT 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''/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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. SITE WORK TIMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGSSHALLOVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS' PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. APA - THE ENGINEERED WOOD ASSOCIATION 1/2 L ENGINEERED WOOD CONSTRUCTION GUIDE 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL F. AMERIiCAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING' SHALL BED PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE, PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REQUIREMENTS. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH Yi' AMAFLEX. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. I NE IL CONDITIONS MUST BE MODIFIED COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SO COND TIO S US 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. TO PLACE THE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. L! 7. SIZE AND LOCATION OF CLEF NOUTS SHALL CONFORM TO SECTION P3005.2. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, DRAWING. THEALL VENTS TO REAR ELEVATION WHEN POSSIBLE. ER IS TO D 9. DRILLING & OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301,2(2) AS MODIFIED BY TABLE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE "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 EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, X" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACCED 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 AS7M-C926 & ASTM-C1063-1Za. 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 I HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION1DETAILS 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 DETAIL; WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. 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. R3027. 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 !i 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'SI PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE�BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION', Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325NOMMMUMNOJ F w w U Z w F IL n 0. w A � q m rq A a k. SiJHDIv 8e LOT: s CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT .f m PAGE: GENERAL k NOTES I>, k ", 160 MPH EXP. 0 ARCHrrECT- ';STATE OF FLORIDA OCT 2.7 202Q: MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 17 20 SCALE: 1 /4"=1' - O" SHEET GI�, 12'- [fl (2),9052-SH m C." 305.4-01-1 EGRESS F11 I I I I I I I Fl LMG DMG El ROOM V-111, CLCL ROOM BEDROOM#1 8`4 0_11 2X5 > AI l -10"i 4'-4" V C4 V. Ln — — — --- — — — — — — V. BATH#1 XI Will W-81 CLCL Q 71 - — — — — — — — — — — — — — — — — — — — — Ill - - - -.7 r !NN � SHWIR. PAN — 1 11 Ln tr I JOIFTil X I I Ic K W/ ENCL — I IREF LL — 13 Oil 112'-8" SINK IR- 3- 1 114 A -1 LAUNDRY 171-11 11 MUM I f[L- Jill 2- N V-61 CJA 1k ��111 LQ t 5 r ci, -51, __-Z _011 E'l-51111 E 2 4"t PAN. 1p I I % 01-0 D Lci __d 0 ( 3- vl ARCIJ BEDROOM#41 (p DEN C. Ol C4-rA II d) V. 0 d) Lu 2-a. �o 3'-6 1 3f_411 v 41Z011 11-51 (y; CC) Lu BEDROOMM N R a'-&' cL& 2 MT. dk+, I — E 2 X5 cp C. b24M51NK f 3 RANG r all 4 O 1p� ;9 r I ATTIC L A q- C. to-t J 0 CLAV.I I Q W � . (: I I I j L) I BOLLARD )1�10 I I d) BATH#2 As REQ. 81.8°PER BLDG. CODE Vo C. GARAGE1 2 3v, I 4 V8-6CLICS El FOYER BEDROOM#2 �3068 W/ a, -a, da 3(p'X12 ±IT. TRANS. ENTRY d) — 81-V CLc% io Q ARCH (2) 3052 -SH EGRESS r I _NR Lai — — — — — — — — — — — — — — — — — — 0. 0'2"2 14'-0" .41-4" A zi GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER l , 1j ICE BARRIER FLOODAIRR MEAN -NOW PF51 WEAT-eRIWrROs;Ly=TERMITE DESIGN UNDERTLAYMENT HAZARDS EZIWANUA_ LOAD (MPH) EFFECTSO CATAGORYI ETH TEMPREQUIRED h INDEX'TEMP NA Iroo C NA INEGLIGAl NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION IMr, R302.9.1 THROUGH F5C R302.%4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FW R302.10.1 THROUGH MC R302JO-5 Oil Rol V:ALUS g3 10V ark a 4 - - - - - - - - - - - - GABLEROOFS IW 0 � 45' HIP ROOFS !3j: ml — je,"gm," i:;NJ, NtAca 4 FIGURE R3012(7) COMPONENT AND CLADMUG PRE$SURE ZONES FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-9 SOLID DOOR Wil ll PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT' LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.1i - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE Homrz is SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OF7r=NIW-s INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS mm 1=47 zT_ " VIET" SQ.FT. CALIC. I S LARGE LIVING GARAGE ENTRY LANAI 1"316 SQ. FT. 430 SQ. FT. I& SQ. FT. 50 SQ. FT. TOTAL 2442 5Q. FT. A/C VOLUME 5120.9 CU. FT. 0 $74- 0 L-4 ? It AL ZONE 1WWHWWMQ REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA I S.G.D. MIN. -12 5 30/-31 CRITERIA I Sl O.H.D. 56 r. 32.5/-38-0 16010 Ol 112 5 30.9/-34.4 SOFFIT N/A 5 31fo/-35.5 IF ROOF TILE N/A 3 -513.29 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9' PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 03/20/18 11-41' TOP PLATE BA_ DETAIL ARCH DTL._ B SCALE: 1/2 = 1'-0' 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 j www.abdesigngroup.com AA #: 0003325 r 14 U E�' h Z. IL"l I I I CREEKSIDE PHASE 2 KA LOT #39 PROJECT# 4321.200/039R1 M03DEr. 4EBB 1828-CALI GARAGE SWING: RIGHT PAGW.LOOR PLAN 160 Myl Pt HII 1�i'i Pp (0) ARCHITECT: STATE OF FLORIDA AUG 19 2020 NK>IAEL C. ANDERSON AR NO 17305 A"; DATE: 08/17/20 FReviewed for Code SCALE: 1/4"=1l Compliance ,�.Unrver�i Engineell A4 � Sulam" SHEET Al SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED HAND (TYP.) V-8" EIRG. HGT. 1'-m" 16'X602 FYPON DECORATIVE SHUTTERS OR 48 EQUIVALENT ,A Tyr. 4' RAISED BAND (TYR) 0'-0" FIN. FLR. _ T �� 0'-0" FIN. FLR:#, TO CONTROL TO OIN 12 EQUAL V EQUAL TO CONTROL JOINT - TO CONTROL JOINT +/-19'-0 5LDG. HC=7 -� 12 4' FREIZE A A I — BAND ►_l � �� U� �N l � ICI ICI ICI �� MEIN �i '; - _�'ll�l l�l l�l loll FRONT 0 NOTE:- • PER - - 0 OFF RIIDGE NT 8'-8' 5RG. 8'-B" EiRCs. H4GT -OPT. COACH LIGHT I! A 0'-0" FIN. FLR. OFF RIDGE 8'-5' 5R5. HGT 0'-0' FIN. 1'-0" 4H AI I 45 ❑ -i El I 4H A rYP. TTP. - - - - - - - - - - - I I - - - - - - - li 'I N 0' 0" FIN. FLR.----------------------- N ---- ------ --- -- �!F- -L I IRIG T ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 12' 6� 11E A 4B A r I I TYP. II 11 -00 OFF RIDGE OFF RIDGE LEFT EL NATION SCALE: 1/4 = I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH 415 A I V TTP I I r i8'-8" 5RG. HGT. jh0'-O" FIN: FLR. 8'-8" 5RG. HGT. DECO. DTL. A SCALE: 1/2 = 1'-0' " FIN. FLR MODEL 1828-CALI.4EB'B AREA OF ATTIC' = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/;300 REQUIRED VENTILATION AREA - 2450 /300 = 8.17 SQ. FT 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA _ 138 SQ. IN. PER VENT(net free area)I TOTAL #OF VENTS REQUIRED _ 341 TOTALtFOFVENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEARFE€TOFSOFFITREQUIRI 67.20 Reviewed4 cea. c«nPoance Universal EnylrwwMq scwww 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ®hk L kA 1 I lil ow, M ' ,a ON 'b0m. \ oa r] ' \ M1� SU13DTV: CREEKSIDE PHASE 2 LOT #397 PROJECT# 7 4321.200 039R1 4 r, ODEL: 4EBB "1828—CALI" Ina GARAGE SWING: RIGHT PAGE: ELEVATION N I� 160 MPH EXP. D . ARCHITECT- STATE OF FLORIDA AUG 1 9 2020 P MICHAEL C. ANDER ?�NI AR NO T7305 pil 08 17 20 DATE: / / SCALE: 1/4"=1'—O" 1 SHEET 2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SINGLE POLE =Q 110V OUTLET 110V OUTLET 1/3 OF OUTLET WIRED TO SWITCH 110V OUTLET D AULI GFI R (TAM ER INTERUF'TER !TAMPER INTERU RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION �� GROUND FAUL T GFI OUTLET INTER UF•T R SWITCH 63 SWITCH 3-WAY OPER. ! /4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT ©vp LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I Oil PER SO. FT. VENT. FAN WA_ IGHT I CFM PER SGL FT. VANITY LIGHT FIXTURE (SPEC'S TBD MY BUILDER) FLUORESCENT RES WRAP ® LIGHT AROIINP AROUND (RECESSED) ® 45G FLUORESCENT RES LIGHT WRAP AROUND AROUND (SURFACE MINT.) 2'FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL own METER UPS SMOKE DETECTOR W/ HA WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ 5/GO CARBON MONOXIDE SMOKE DETECTOR WARDWIRE INTER -CONNECTED SHALL ME A DISTANCE COMIBO OF NOT LE88 THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK wH WATER HEATER IGNITION SOURCE TO 19E ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V A/ DIBGOMNEGT SEEU �UN.O. THIS SHEET TY TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX INQUIRED ro BE suPF'oRTEa IN CEILING FANA-IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnC)� 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.M. PUSH-BUTTON FOR CHIMES ♦-- * U65 PORT • LOCATION OF TV JACKS it PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED MR ELECTRICAL FROVISIONS OF PBCR 6TH EDITION (2011) t NEC 21012 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (29211). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSOFAIEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6T4 ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER P.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFIFICIENCY) 2011, 6th EDITION R404.1 0 COVERED — LANAI cE IL l MTD. LIGHT TO BE I INSTALLED, ` PROVIDE J-BOX FOR PRE -WIRED \ OPT. FAN CLG FAN \ a I I DINING LIVING ►- BDRM.#1 ROOM low ;► �� PRE -WIRED / // J CLG FAN / / PRE -WIRED CLG FAN \ I I I I I — \�� \\ L, SWITCH IN��—_— --------T---Et F -- / I �Y �yI L GFI I W.I.C. ri 1 /SINK DW I OUTLET LAUN: ----� LE P L \ KITCHEN ,R Dw —n II I ------ PAN�—,, \ RANGE I L -L GFI O BDRM. #4/ A -- DEN HOOD WIRE W/ OUTLET FOR U ® FUTURE MICRO I I I I II PRE -WIRED 4I I / BDRM. 3 ` I CLG FAN N. l II I R AI PRE -WIRED \ I L — — —'I CLG FAN 1 — — I S� 1 GFI CH P.B. FOR 1 44'AFF. — — 44'AFF. WH I GARAGE � DOOR , •L• I I �\ L — — — — BO L LARD I \ AS REQ. WALL MOUNTED F'ER BLDG. \ LIGHT W/SWITCH IN CODE BATH_#2 I i ® I \\ ATTIC I IS/GO /! \\ / \ GFI u, KEYLESS OUTLET U4 BDRM. 2 F FNXTUIRE iL / OYE IRRIGATION OUTLET IN Ell ENTRY GFI GARAGE PRE -WIRED CLG FAN 'Till / I Be FOR \ Iul - - - - lUl ----------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 114' = I'-0' 9 METER FIELD VERIFY LOG. W P Panel MAIN - A PANEL: bil 6wp crt breaker IE: 1201240 V -1 Ph MAIN`: lbOAmp M.CB )ER :3 #1 CaTHWN & 146 Cu (G) in 1 1+2" C OR 342/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire I Pole Bkr Descri ion Watts Circuit I Circuit Watts Description 6kr Pole Wire #12 1 1 20. Exterior Receptacle GFI for TUG 1200 1. 2 Space #12. 3 20 In igatim Pump 1000 3 4 Space 6 5304 A/C C. U. 1 35 -. , 2 #8 Space 7 8 PANEL -A PANEL? 42 crt breaker IEi 1201240 V -1 Ph MAIN: 150 Amp M. L.O. DER: 3 41 Cu THWN & 1-#6 Cu (G) in 1 112 C. OR 3-#2/0 AL TH'JUN & 1 #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2. #6' #12 1 20 20 Microvvane / Hood GFI 1800 3 4. #12 1 Small Appliance 1500 5 6. 45CO water Heater 25 2 #10 #12 1 20 Refrigerator 1510 7 8 #12 1 20 Dining Roam Lights and Receptacles AFCI 1500 9 10. 12CW Disposal GFI 20 1. #12 #12 1 20 Bath #2 GF1 Receptacles 1200 11 12 150C Dshwasher GFI 20 1 #12 #14 1. 15. Foyer 'Hal Bed. 92 & #3/ Bath #2 Lights AFCI 900 13 14 5000 1500 Dryer GFI _ _ Washer GFI 30 2. 1 #10 #12 #14 #14 1 1 15 15 Lrang Room Lanai Lights AFCI Kitchen and Pantry Lights & Rcpts AFCI 9C0 900 15 16 18 17 20 #14 1 15 ISD & GO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 1Laundry / Bed #4 / Den AFCI 1200 21 22 1200 IGafage Lights and. Receptacles .GFI 20 1 #12 Space. 23 90C. Bedroom #1 AFCI. 15 1 #14 Space 25 90D Bathroom #1 AFCI 15 1 #14 Space Space ,_... 27 29 r24 900 107JIrrigation Exteror Lights and Recept GFI controls only - 15 1 1 #14 #12 20 _ Space 81 Space Space K3 Space Space 35 SpaceSpace 37 Space #8 2 35 NC AHU-1 (Heater 5 KVA at 65% 5525. 39 40 Space 41 42 Space and: factor calculations L line 16000 L 27600 ILoRd subject to demand factor caiculaticns?line actor Calculations; ABBREVIATIONS AFCI:: ARC FAULT CIRCIIITINTERRUPTER NC: NON COINCIDENT LOAD GFI:. GROUND FAULT INTERRUPTER. IS BASED ON P1C NON -COINCIDENT LOAD Taal load subject. to demand factor 436Cd First 10000 eattsat 1000A 10000 Remaining watts at 40% 13440. Total AVC load 1I829 Trial Connected Load Watts 34265]ALCULATION Total Amps(watts / 240 vdts) 1429 I I I � I I I \\ 1 ° I I °�° I I r LED LIGHTING DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE =9 6tH E121T'ION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REMIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE SO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) N 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR FROVIDE 3 42/0 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 SINGLE LAV. ® BATH 02 PROVIDE 3"2/0 CU, THWN + 1% CU N 2' CONDUIT OR 3 04/0 Al THWN + ft CU IN 2' CONDUIT OR 2/0 AL. S..=.R (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150Al2P MCB TELEPHONE SERVICE ENTRANCE EOUIFMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP P/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EGBJIPMENT Cornpiliance Reviewed for Cads Screnl 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICUL, PROVISIONS OF THE FEGR btH EDITION 72OM 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w3 U W F 0. V h 4 F a ti r r r r r r r r t t r r SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. D ARCHITECT- STATE OF FLORIDA AUG 19 2020 • • h- J PRINT 08 17 20 DATE: SCALE: 1/4"=1' - 0" SHEET EI TU T Mo (LE' PLUMBING PLAN SCALE: 1/4 a V-0' A A.i KITCHEN SINK W/ AUTO VENT a1-1/2' VTR i (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM vAA.v. 2' 0 Compnar� Univers awic" " 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W ti F 0. r D1 Q F A sU'BDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. 0 ARCHITECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO T7305 J `i &N ` DATE: 08 17 20 SCALE: 1/4"=1'-0" SHEET pI R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT SCHEDULE 3.0 TONS MFG CARRIER G.U. 25HIBC536A•030, A.H.U. FX4DN(5,F)03-IL HEAT 5 KW SEER 15.5 SEER TOTAL CAP 341300 ELECTRIC 205/230/IPH 5RKR C.U.35 A.H.1135 REF LINES 3/4" E 3/&" MECHANICAL PLAN SCALI=: 1/4 = V-0' ,a cod* o Z�� F w y W U W O F ti V D3 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. D DAZE 08/17/20 SCALE: 1/4"=1' — 0" SHEET mI 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. 1/2' DRYWALL PRE-FAB TRUSS SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS ®24' W/ 10d MASONRY O.G. NAIL s 32' O.G. MAX FIN. FLR SLAB 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 2W WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON—BRG. SCALE: 3/4' = I'-m' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON a' OS.B. SHEATHING 5/8' GYPSUM Bc OR is CDX PLYWOOD ZOR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD 5" DIA. SLEEVE, DO NOT CUT BOND BEAM - SOL ID GROUT W/ (I)- S (2) COURSE O NOT CUT 4E BOND EAM EBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" \_SEE ENERGY CODE FORMS PRE -Ell TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER m iYP ELEVATIONS o.H_ R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. SD. - DIRECTLY TO MASONRY WOOD BASE — 0'-0" FIN. FLR. . m. Av '. e a. a 4d ° a d H W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON is O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA .'ER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ a a a 4' a' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 91 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A —STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4' = I' -O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675-I —CAULK AND SEAL GAS LINE `I ;' PVC SLEEVE FOR GAS LINE —S' CM — IR' Gibi LLI . BD. r2ill GAS LINE THRU BLOCK D1 SCALE.IA'•I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05.1.1 ON is I O.S.S. j SHEATHING OR ' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLRIL 8' CMU — I WA IA' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CzALl STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK 1' MIN. BY MAUR SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL ISO. CORNER BEAD S' all SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REGL SEALANT BACKER ROD HEATHER STRIP MOULDIN@ ALL AROUND (BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0' 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — Y CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS FI INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD a - ^ 4 e04. . G . AV '. ' � a a 'de ° a d ti W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS g 24' O.C. 1/2' GYP. WL. SD. WOOD BASE a A FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON is O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER m FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS \ VENTED SOFFIT `PRE-E:NG. GABLE TRUSS WEEP SCREED \l P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU OL 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = I' -®' Note: WALL FENESTRATION FLASHING PER F5CR -103.4 - Approved corrosion -resistant flashing Shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA '111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other R.,l,.ed+aCa0a approved standard as appropriate for the type of sealant. Fluid -applied membranes corm used as flashing in exterior walls shall comply with AAMA �14. the flashing shall extend ��aintvsisa 'rxae""9 the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w h W a U w 0 F� 0. v W O F A 8=31V 8e LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHfTECT. STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 17 20 SCALE: 1/4"=1'-0" SHEET IRE TO BLOCK W/ Nc,' ;ONS SHANK SIZE .145 4EAD SIZE 300 EMBEDMENT 1 Ya") NOTE: STRUCTURAL 2X N 8' OF EACH END MUST BE ON OUTSIDE C. MAX SPACING. SECURED THROUGH IRE TO BLOCK W/2-%'NON-STRUCTURAL N%' ;ONS TAPCON MIN. 1-Y4' SHANK SIZE .145 EMBEDMENT INTO BLOCK 4EAD SIZE 300 8' CMU EMBEDMENT 1 Y4") ' DRYWALL N 8' OF EACH END I'X4' OR I'X2' P.T. NAILER Z. MAX SPACING. ❑ IRE TO BLOCK W/2-3i(b' SONS DOOR CASING SHANK SIZE .145 HEAD SIZE 300 EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW IN 8" OF EACH END 4 ATTACH TO 2X PER I.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: BNm.ee NEEPM TO FW"D JAPE (PO NOT Ewc€EP)V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" E scALE: N.rB. IRE TO BLOCK W/ )(W ;ONS SHANK SIZE .145 4EAD SIZE 300 MBEDMENT I V4') N 8' OF EACH END 4 NOTE: STRUCTURAL 2X .C. MAX SPACING. MUST BE ON OUTSIDE 4 3m SECURED THROUGH IRE TO BLOCK W/2-%' NON-STRUCTURAL Wib' ;ONS(MIN. SHANK SIZE TAPCON MIN. I-Y4" EMBEDMENT INTO BLOCK. HEAD SIZE 300 EMBEDMENT I Y4') L N S' GMU 'N 8' OF EACH END 4 J�" DRYWALL C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER IRE BLOCK W/2-ZE 2ND 2X SECURE TO ( ;ONSCMIN. SHANK SIZE STRUCTURAL MEMBER rUJ/(2)12d WITHIN 8' OF EACH 4EAD SIZE 300 END 4 6' 7O 8' O.G. MAX EMBEDMENT I Y4) POOR CASING N 8' OF EACH END 4 DOOR JAMB OR WINDOW Z. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. SHIM AS NEEDED 70 PLUMB JAMB (DO NOT EXCEED Y4') 2X4cm 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 IV O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 N H A SIZE 300 MI . E D 8' CMu MIN. EMBEDMENT I Y49 X' DRYWALL WITHIN 8' OF EACH END41MANUrACTURE5 1'X2" F.T. NAILER 15' O.C. MAX SPACING.1'X4'OR 2X8�SECURE 70 BLOCK W117fb' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4')OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' O.C. MAX SPACING. DETAILS. Nom eNm Ae wrpm To mAm JAm rpo Nar P,=r) Y: ) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7 16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. 2X6mm SECURE TO BLOCK W/1-1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 — MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X8cam SECURE TO BLOCK W/1-1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK. 8' GMU ,a ' DRYWALL 1'X4' OR I'X2' P.T. NAILER n 4'// ��P.T. X 4' MIN. 00R CASING MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH 70 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4°) DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3 4" H F SCALE: N.TS. SCALE: N.TS. o Reviewed to e Unive44111 com�En9 ee�fl scwfww 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA ##: 0003325 F W D3 W U W O Eti 0. U h W G F A E4 ua \moo ate, 0 3,. z� z SLIBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. 8 ARCHrrECT STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 DATE 08/17/20 SCALE: 1 /4"= V — 0" sFIEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH . 9' 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.G. MAX VERTICALLY I THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED al' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHNG SYSTEM 4INSTALLED PER e TO I CxAP MIN. LATH SHALL NOT �, TO 8, BE CONTINUOUS 6• -0 8• MIN. MIN. THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6' TO 8' 1.10.14 FROM CONTROL JOINT WHEN / \ L JOINT FALLS ON CONTNOTE: \ / RALL STUp STRUCTURAL I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (N0. 18) 0.0415' WIRE / 3- BLOCKING SHOWN MAY BE IN ADDITIOI* \ TO WALL STUDS MQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A OI. FOLD INWAIIV • F?- A 2. CREASE • FT. 19 C OI. FOLD INWARD • ® 1. FOLD INWARD • Pr. A FT. A 2. CREASE • Pr. B 2. CREASE • PT. B 3. CREASE • Pr. C 3. Cll•PT. C 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD SHINGLE ROOFING - DRIP EDGE. OVERLAP 3'. EXTEND In' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.G. MAX FLANGE L WATER TIGHT SEAL. FOLD, 22 tiQL CUT. J' THICC 3 COAT CEMENT PLASTER IFRAPS), 1R' 2 COAT CEMENT PLASTER (C"J) WR5 LAYER 02, FORTIFIBER BUILDING PAPER(FRAM ONLY) WRB LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILNG FLAN'#, STOP WRB Ate. 11'j' ABOVE SHINGLES IFlQAM ONLY) >� FRAME OR CMU EXTERIOR FASCIA WRAP WALL FLASHNG KICK -OUT FLASHING (SEE DETAIL) E 7b APPROVED BULDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING: TAPE e / I" MN LAP a METAL LATH 16MIN PAPER LAP BELOW ONLY _" / WRB LAYER •2, FORTINEER/ BUILDING PAPER SCALE: ® KIC KO UT DETAIL e.h4y I, WATER TIGHT SEAL (BEND OR SOLDER 00�LCUT)0 NO CUT) LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063 18.L NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z N NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES il' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,}1NLF. SPECS) 6,' MIN. LAP LAP ® LATH LAP s PAPER -IORIZONTAL LATH & PAPER DETAIL 7/l�o" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LATER *11, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP WRB E TAPE OVER ROOF/WALL SCREED/WALL SCREED 51X5" "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 FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4a WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES —Wx6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —CUT AND OVERLAP ONE SIDE OF STEP +'2 FFLASHINGHERING MEMBRANE WRB LAYER "I, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER METAL LATH — -- 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. MEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER �'. SHEATHNWG ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) PER SECTION R709.7 ExIll Yq STW tJlael Exterior use of Portlandand 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. NETfRAT I ON DETAIL (FORA IE MIN MOWER DFAINAGE FLANE (UJ1R8 1*1/ STUCCO UA1RAF) WFZ,5 LA"'E1� *2 (FORTIF15E1R 5UILDING FAFER) 1`IET)4L LAT�4 STUCCO X X X X UJOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FL45H NG - - - - - - NOTE: 1 ITAL LATH: L)4T14 TO 5E f=EiR SECTION fiR103.7.1 / )4ST1"I C-I547-09/ 111N. 2.5 LBS. (UTILIT*' OR NO1" IIN)4L LATH DOES NOT i*'IEET SF'ECIFICATI � ��°° USiV®rs>U E"9a'ewTSY Sr�^� 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 0 64 W 0 a, E UM W O h A A A \ \\ 81UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHITECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO NO 173055 PRINT 2017 DATE: 08 / / SCALE: 1/4"=1'-0" SHEET (T Y Y All NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I BOTTOM 2 SIDES 3 TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING JOINT ALL AROUND PER SECTION R703.7 ll lathing and plastenn� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING R VENT I (N5TALLED PER MANUF. SPECS.) OR LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTF15ER ®- •- - - - BUILDING PAPER) METAL LATH X---X—X—X STUCCO WOOD SHEATHING OR 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / AST1" I C-04-1-09, MIN. 2.5 LBS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP d SIDES 1,R VENT I BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT_ SEALANT) SEALANT 6 TOP E SIDES M3 NOTE: I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AKtA I V rl<=L >=1YI=. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/BAC<- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ^t a'rl 111 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D ISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAi EDGE STEP '*1 STEP *3 APPLY E-Z BEAD • ° ° • ° • ° OVER 60 MIN .0 GRADE 'D' FELT -PROVIDE SEALANT AT ALL a JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP x WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION .FINISH 9 WOOD FASTEN TO WOOD STRUCTURAL t MEMBER ® 1' OZ. MAX 8' CI1U Ys' TO 19 MID -WALL WEEP SCREED v, Z_j ti ,a Y� t IV Y,' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSELURAIR SfiEP *E7 OELECTRICAL WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 4*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *'0 RECEPTACLE .. +y Reviewed for Code comphaoae Ll�Universal EngmsenoCscmncw 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F y 54 U W 0 0. Nu r7 0 F A ti SVBDIV. 8¢ LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT* 4321, 200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHRECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO T7305 r''"r" 0 DATE: 81720 / / SCALE: 1/4"=1'-0" SHEET 1�1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W U W 4 W 4 h A E4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT* 4321.200 039R1 MODEL 4EBB "1828-CALI" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHrrECT- STATE OF FLORIDA AUG 19 2020 WCHAEL C. ANDERSON AR NO V305 2xro SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH -a CMU METAL FA 1�1 11 it II I 1 1 2X6 SUB I 1 / 1 / 1 METAL FASCIA 11 WRAP Ya" FROM 1 O STUCCO, 1" FROM it WOOD WALL 1 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 i NOTE: NOTCH FOR 2X(o REI IOVED EYOND) DFF WALL :CO) FINISH w :TUBED W/1 "x4" NOTCH w IN PEEL E STICK WRAP 11 OFF B BAND 211 1/5' TEXTURED FINISH ® WOOD, ' 1/2' TEXTURED FINISH m CMU x x x x ... •-F. METAL LATH x x x x x w. WOOD SHEATHING x x x x x x OR CMU �. x x x x x x WRB LAYER 01, STUCCO WRAP (FRAME ONLY; x x x x x x x x x x x x WRM LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x x x x x x x x x x x x ROOFING CEMENT .- x DRIP EDGE x x x x x x x x x xa. ". x x x x x x x x' METAL KICK OUT x x x x x ,.- x rJ NOTE: IF ZIP SHEATHINC PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE GUT lQ WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS (o'-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C WALL W/KIC K— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF BET OF COMPONENTS) METAL FLASHING, WRAPPED MIN- 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lli"x4" NOTCH 9) END, WRAPPED IN PEEL 8 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/OYHx4" NOTCH END, WRAPPED IN PEEL d STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 91 Rev�pwoo soonow Univer 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 i w U w y. 0 4 w Q r a SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT* 4321.200 039R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. D ARCHITECT STATE OF FLORIDA LG AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 "`AN ` DATE: 08 17 20 SCALE: 1/4"=1'-0" SHEET WA6 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W ca U W 0 F V h W 4 F A t _ Dl ''w 43T: CREEKSIDE PHASE 2 LOT #39 PROJECT* 4321.200 039R1 mxre MODEL: 4EBB "1828—CALI GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. D ARCHrrECT. STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON A 7 M, 0 ?7�Q xz rL%494 x DATE OS 17 20 SCALE: 1 /4"=1' — 0" SHEET s i i� Q i H aw in V J a_ O �o 0 m a � EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL ° d ` SEE SLAB SCHEDULE d L< 4" CHAMFER F-STORY) 6" CHAMFER (2-STORY) • • SEE SCHEDULE AFOR WxD, BAR SIZE ND BAR QUANTITY +_ 0,_0„ TOP OF SLAB - BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING ■ LAP P PLATE A IN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL Y+101, -UPO TOP OF SLAB 0 M SCALE: 3/4"=1'-0" Z t1 STEEL REINFORCING IN GROUTED Q d CELL SEE PLAN FOR SIZE AND ❑ SPACING REQUIREMENTS v LLI m U w VJ O 8" CMU WALL o - Z m IW SEE SLAB SCHEDULE EXT PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION JOINT WHERE ` a ° 6" CHAMFER (2-STORY) ( •' • SEE SCHEDULE APPLICABLE) z a. FOR WAD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING @ GARAGE LB = 2" CAPPED ❑ a GALVANIZED PIPE 0 to O a W/FLANGE @ BASE � Q Q J a❑ 2 � SECURE FLANGE TO 7- m SLAB W/(4) 1/4" X 2 1/4" (D c TAPCONS Z WO J o SCALE: �/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY R dPLATE TO / d MASONRY NAIL TAGGERED. ZONAL METAL NECTORS NOT UIRED WHEN NO FT IS PRESENT. SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (N 0 LIFT) SCALE: 3/4"=1'-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6/4"=l'-U' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a o} t 00 F- m w U J a V2. � O 8" CMU W o Z m < ° d ti-.. AB Z '" SEES SCHEDULE Z — � d "ISOLATED" COLUMN PAD co d < CENTERED UNDER WALL AND - .• . POURED MONOLITHICALLY WITH ---- FOUNDATION AND SLAB I ° d SEE SCH ULE — FOR WxD, BA SIZE I. AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P _ SCA :374"=1'-0" OF GARAGE 30" MIN. EACH WAY MONOLITHIC FOOTING ° Pp . 0 V p� 'IPI o: FM P o >I J $ r > CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ..P - SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS ' O P CONTINUOUS STEEL MONOLITHIC v FOOTING REINFORCEMENT SEE SCHEDULE N 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 CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALLW/SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG . PLATE TO SLAB Wl x DOE ANCHOR W/ 2" 6 R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE OF SLAB "' 9� °1 '. ° 4 a 4.� d c a �EQ E SEE SCH ULE FOR WxD. BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD W/ SCALE: 3/4"=V-0" (W/ U P L POURED LINTEL CONT (TYP.) + -u di- 8" CMU FILLED CELL (TYP.) = SLAB O'; 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" 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 TOP OF U) LU rr 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: `\ .d .. 4. d d e a EQ. EQ. SEE SCHEDULE FOR WxD. BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL "`t:S/4=1'-°" (NO UPLIFT) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 91PH: 3218 2-35 www.abdesigngroup. com AA #: 0003325 W w V 0 F .i r, W C F A k SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EV. 0 ARCHrrECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 D TE 08/17/20 ® Reviewed for Cody CanPhence Uni#wwl E_ngnee/Mq SHEET St. IA DOWEL PLAN. SCALE: 1/4" = 1'-0" I HWY AIA, SUITI kN HARBOUR BE FLORIDA 32937 H: 321-802-359 i.abdesigngroup AA #: 0003325 CREEKSIDE PHASE 2 LOT #39 PROJECTS 4321.200/039R1 MOIDEr• � 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXF"",,, ARCHITE�`4'- STATE OF FLORIDA 17 11 / , - A AUG 19 2020 MICHAEL C. ANDERSON AP NO, 117,105 PRINT DATE: 08/17/20 owvwwed tw COO SCALE: 1/4"=1'-0" cowoancs - SHEETU,,� EnWww" 91 so"Aam 11 S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM OL VARIES PER ELEV. a Z .a a. ,a a,.. a" N .-e _ a 4 .. d 4 a .a o_ J aa. Q p a CLEAN OUT REQUIRED FOR INSPECTION Q m co , � a 0 o cO 0'-0" FIN. FLR. a 4 < '� � a . � TIE ERTICAL REBAR d. a, TO HORIZONTAL REBAR W/ 10" HOOK' ZLU 0 h U HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-9' Z `t a 0 Ir ..., Q W m U 00 J <r n af m BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL a A a a SEE SLAB SCHEDULE EXT. PORCH SLAB a 4" CHAMFER (1-STORY) W/ 112" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) _Z ® MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE CN THRU FOOTING SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY +_ o'i TOP OF SLAB e e < ' _ a - . e ' 4TOP OF SLAB a • d e a.a as Z .4 'aa W a d. ` d a ad a 0 e. a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SCALE: 314" l'-9' 4 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS ;0: CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS -E: 3/4"=1'-0" ® Revs for Code Compomp liance Universe, sz. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bdesigngrou p. com f: 0003325 SUBDIV. 8e LO a�4'"'A:, CREEKSIDE j PHASE 2 LOT #39 PROJECT# 4321.200 039R1 [I MODEL: 4EBB "1828—CALI" GARAGE SWING,, G RIGHT PAGE: `' I d DE /A JT T 160 MPH EXP I1 ARCHITECT: STATE OF FLORIDA s' AUG 19 2020 fs MICHAEL C. ANDERSOCNN AR NO 17305 PRINT 08 17 20 ' 'SATE: / / SCALE:1/4"=1'—O" SHEET s. ' �^ FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: ' S|KAPSONLTA2N0/010dx1 1/2"HDGNAILS, WOOD TOWOOD: S|MPSONH18AORLGT2N81OdXl l/2"HD8NAILS, FILL ALL HOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |3TOBEPER FASTENER � ' SCHEDULE. 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'D1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TOBEGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE' CONNECTERS ARE TO8EGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCA3T^CRETE CONCRETE LINTELS. 6.BOTTOM OFLINTELS ARE T[l8EPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 7.LINTELS SHALL HAVE 4''NOMINAL BEARING (4'') 8.THE TRUSS FRAMING SHOWN |8SCHEMATIC |NNATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REV|EVVAND APPROVAL. 9.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS DFROOF TRUSSES SECURE 2xMEMBERS T<JWALL WITH HILT] %^ZF.POWDER 8CCTUATED � FASTENER, ZF72P8S3G..177""x27/8"LONG, WITH WASHER @1G"[).C. 1U.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME QNEACH END UNLESS OTHERWISE SHOWN DIFFERENT. � i1.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12.ALL ELEVATIONS ARE REFERENCED FROM [Y'[['.FINISH FLOOR. UNLESS � NOTED OTHERWISE. BEAM SCHEDULE RRR= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH/ T.O.S n TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE 1 SPACING "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAF E LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 61011 21181 2751 36M am awl An aim IOU IM74 47 See 30 110 Ion W4r (17r) PRESTRESSED IN R. NR NR MR m NR NR NR wo (Im PRESTRESSED N.R. 264 91 Jv� (IM PRESTRESSED 20 31141M ROM 612 mm mm 113lig See __ 1r-C (201r) PRESTRESSED NAL Ir-V (M PRESTRESSED N.R. 194 84 an 112 m See fol 740 m 1005m 12IFloo, 1473om - 3ii— m m IsSe loop im ma W-V Wn PRESTRESSED N.R. 24-V PM PRESTRESSED N.R. 91 33 2C.IW pWi PRESTRESSED -- =--T 319 m 4m." 767 on, MV) (#) 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 201115 EDMON - PRECAST PRODUCTS By OTHERS TO MEET OR F)MED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICA71ONS - PROVIDE MININIUMr OF BEARING PAST EACH SIDE OF NNDOW OPENING LIFT BEAM � o � Code � �Urmversal Engwwonno 21S4HVVYA1A,SUITE 3O1 |N0IANHARBOUR BEACH, FLORIDA 32837 PN:321��02-3591 � vvvxw.abdesigngroupzorn MISS NEW ri tLiLL CREEKSTIDET7" PHASE 2 LOT #39 RIGHT LIFT BEAM PLAN AND NOTES 160 MPH EXP. STATE OF FLOPJDA AUC1O��D nvv.o�o�u C. ANDERSON 17305 AR NO �/��/�8 �DATE:0°�/�'/�~ NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 I:601 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. REINFORCING HEIGHT L2 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL ( ) 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" b 5 SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM .' #5 CORNER BAR W/ 30" LAP FOR EACH O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL VERTICAL REBAR W/ 10" HOOK / A �R 6 LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND {* F TOP OF BEAM I W//UR#EBAR e:. BOND BEAM f a \�O 8x8 BOND BEAM TOP OF Q�� W/ (1) #5 BAR BOND BEAM r 30" TYPICAL OF O F = FILLED W/ GROUT U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL.' BEAM COURSE SEE NOTE 5 #5 BAR IN BOND BEAM ' 1 6-1 T/ 1 7.� B 8x8 PRE -CAST CONCRETE P� F� NOMINAL LINTEL W! (1) #5 BAR (L2) QQ� HEIGHT LENGTH OF BAR = WIDTH OF MASONRY # OF #5'S, TOP CORNER $ OPENING-2" ra IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ^ BEAM DESIGNATION ' REINFORCIN'G OF' BOND BEAM THAT XFXX-1T/1M/OBINDICATES ADOUBLE BOND BEAM #5'S8x8 PRE -CAST CONCRETE L SCALES/4"=1'-0" AND XFXX - 1T/9M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER 9 SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS I.I AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP EN LINTEL OF O'iPING I _ AND XUXX—.1T/OM/OB INDICATES A SINGLE. BOND BEAM ABOVE UNFILLED LINTEL 3, PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN Y WINDOW SHANK SIZE.145 MIN HEAD 3 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 PRE -CAST <319 n. OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C.MAX. MIN 1-114" EMBEDMENT 2xB (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLIDBLOCKING1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT f TYPICAL MASONRY WINDOW '/16"°SBSHEATHING SILL CONSTRUCTION CMLI WALL I' 4 scALE, 1/2"=r-o" 5 ARCHWAY FRAMING DETAIL w I;I I Ir SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I PROVIDE'#5 BAR �EACH SIDE STEEL REINF. OF _` s O LEVATION BOND! BEAM CHA E k� CHANGE IN ELEVATION OF BOND BEAM — SCALE:3/4"=sw F A nA!IIR 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA ("3325 N E W U W E ti V D1 q I ro A fi Fk 64 T61 I -I UBJ.C.i,V. OG L1V T CREEKSIDE PHASE 2 LOT #39 x,.. PROJECT# _' 4321.200 039R1 MODEL. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: + DETAILS %j C'r 160 MPH EXP. Uiej, ARCHr f—E I STATE OF FLU°GEI s _';.. AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 r a &a a DATE: 08 17 20 SCALE: 1 /4"=1'— O" SHEET S2.1 N FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 1 1/2"'HDG NAILS. CONCRETE TO WOOD FLOOR` SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD. SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER/ ENGINEER NOTES: ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE ABRICATED W/A 2x6 BTM. CHORD (MIN.) . 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. GIRDER/J��_TXUSS. TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD '. CHORD II END JACK IRE APPI. II DISSIMILAR :S W/2X4 O CHORD 2X4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM BRACING/BOTTOM CHORD 11MIAN (4 NAILS FCHORD BRACING ECHCHORDNNECTION BOTTOM CHORD BRACING ® END BRACING/BOTTOM Ixl I%I/1 CHORD BRACING /L�1 V Y Wr B DISSIMILAR BOT OM CHORDBRAG: GIRDER/TRUSS I TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2X4 SCAB NAILED TO I\A'-DIAGONAL TRUSS BOTTOM CHOR I�'/Ly`lll BRACING/BOTTOM W/MIN (4) 10d.NAILS CHORD BRACING FOR EACH CHORD CONNECTION G ® MID RUN - CONNECTOR SCHEDULE MiTek USP SIMPSON CONTROL DATE 01/27/2020 MiTek USE SIMPSON DES, UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER ''. FASTENER HTA 1&18 1625 META-16 1450 (8) lod X 11/2" 1-PLY, (]j 16d 2-PLY, EMBED 4" 18110d x 11/2" 1-PLY,'(6f 16d 2-PLY, EMBED 4" 12) HTA 16-18 2430 (2) META-16 1985 (12) IOd x 11/2" 1-PLY, EMBED 4" (10) 10dx 11/2 1-P LY,EMBED 4" HTA 16 1870 HETA-16 1810 IlD)10d X 1112", (8) 16d 2-PLY, EMBED 4" (9) SC ix 11/2 1 PLV, (8116d 2 PLV; EMBED 4" HTA 20 1870 HETA-20 1810 (10) lOd x 11(2', (81 16d 2-PLY, EMBED 4" M 10d x 11/2 1-PLY, (8)16d 2-PLY, EMBED 4" (2) HTA-20 2430 (21 HETA-20 2035 (12)10d x 11/2";,1-PLY, EMBED 4" ' (10) lUd x 11/2 1-PLY, EMBED 4 moo (10)16d 2-PLY,EMB4" (12) 16d2PLY, EMBED 4" Z LUGT-2 1655 LGT-2 LESS BLK (5).1/4"xd" Wedge-BoR+Anchors, WOOD (16) 10d (7)-1/4 x 21/4 TITEN; WOOD(16)16d Q LUGT-3 3380 LGT3-SDS2.5 3480 CONC (413/8" X S" Wedge-Bolt+A 6.1 WOOD (12) M25 (12) SD51/4 x3 TO GIRDER, (4) 3/8" x S" TITEN HD TO WALL DHTA-20 2430 DUAL-20 2490 (16) -10d x 1.112, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE {18) -10d x 11/2,1 PLY ALTERNATE: USE OF (2) HETA-20 ACCEPTABLE MUGT15 + 3945 MGT+ 3965 (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (22)10d TO WOOD) (1)3/8"ATR IN HIGH STRENGTH EPDXY (MIN. 12" EMBED). (22)10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4"AT.R. (2).3/4"ATR IN HIGH i. STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+. 10690 WOOD (8) 10d, MASONRY (2) 3/4"A.T.R (2)3/4"ATR IN HIGH. STRENGTH EPDXY IMIN: 12" EMBED), (16) IOd TO WOOD LPTA 1510 PARALLEL TO WALL 1210 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PERPENDICULAR TO (10)10dx 11/2" (10)10d x11/2 WALL. MUGT15 3945 4940 (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACEA12) 10d BACK OF TRU (1j 5/8"A"R IN HIGHISTRENGTH EPDXY (MIN. 12" EMBED), ILE) SOS 1/4"x3" HUGT 9575 7185 (2) 518 A.T.R. IN HIGH STRENGTH EPDXY {MIN. 12" EMBED), (8)10d (2)3/8" A.T.R. IN HIGH,STRENGTH EPDXY {MIN. 12" EMBED), (32) SOS 1/4"x3" MTW 12 965 990 (14)10d x 11/2", (14) lod (14110d X 11/2 HTW 16 1355 1MHTSm20 2310 (16110d X 11/2", (16)10d (16) 103 X 11/2 MW 20 1355 1310 (24) 10d X 11/2", (20)10d (24) 10dX 11/2HTW 24 1355 1310 (24)10d X 11/2", (20)10d (24)10d x 11/2LSTA 12++ 930 925 (10)10d(SO)IOd LSTA 18++ 1235 LSTA-18++.: 1235 (14)10d (14110d MSTA-18« 1310 MSTA-18++ 1315 (14110d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d MSTA-30 «. 2065 MSTA-30++ 2050 (22) lOd (22) 10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26) lOd KSEI236 2765 MRI-36 3800 (36)10d X 11/2" (36) 10d X 11/2 KTSI248 5105 MS I-48 5070 (48)10d X 11/2" (48)10tl X 11/2 LFTA6 98U H6 1055 (I6)8dx11R",{16) Stl) {818d TO PLATES, (8) Ed TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS IS)10d TO PLATE ''. 6 10d x 11 2":TO STUDS OS MP34 525 IN FS @ 160% A34 430 (4) Ed x 11/2' TO. BEAM, PH 8d x 11/2" TO POST. (4 Ed x 11/2 TO BEAM (4) 8d x 11/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10J 10d X 11/2" TO PLATE () 12) 10d X 11/ 2 RT16A 1020 H10A 1040 (9)10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18),10d X 11/2 MUGT15 & PH04A 4175 VGT & HDU4 4940 (28)10d TO TRUSS, (10) W2 WOOD SCREWS TO POST W15/8" THREA 5 ED ROD (16�SDS 1/4 x3' TO WOOD, (10) SDS 1J4"x21/2" W/THREADED ROD, (2) NUES/WASHER/2 PLY MUGT15&PHD4A 4175 VGT&HD7B- 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS1/4x3"TO WOOD, (3)-3/4" BOLTS W/ TH READ ED ROD, (2) NUTS]WASHE F/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12116d TO WOOD PAUGG 2455 IW05 ABU 65Z 2190 18205 (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC'.,!(12)16d TO WOOD (1) S/8" A.T.R. IN HIGH STRENGTH EPDXY. (MIN. T EMBED.) IN CONC., (12)16d TO WOOD LTS19 «+ 1205 LTT19 +« 1310 (1) 3/4 A.T. R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., I8110d TO WOOD (1) 314" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (811Dd TO WOOD LT5206 ++ry 1100 (1)3/4 " A.T.R. IN H17H STRENGTH EPDXY, WOOD MIN.,J'"EMBED EMBED) (8 )16d STRENGTH EPDXY, (MIN.7".EMBED.)IN CONC,(10)10d TO WOOD H745 4160 HTf48«+ 4495 (1j5/8'A.T.R.INHIGH STRENGTH EPDXY IN ONL; X2 yY2,T0 ( ) (IS) ) (y�58"h.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBEDJ I N CO NC.,(26) 16d X 21/2' HTf45 5005 HTTS 5090 1 58' A.T. e.IN HIGH STRENGTH EPDXY MIND "EMBED IN CON[., O / ( ) ( 21/2'. (1)918"ATR IN HIGH STR ENGTH EPDXY(MIN. 7 EMBED,) EMBED, IN CONC., (2616dX 212 UPHDll+ 14395 HHDQ11-SDS 25+ 11810 (111"A.T.ft..IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS E CONC. 2415DSY21/2' (1jI"A.T.R. IN HIGH STRENGTH EPDXY,(MIN.. 10" ( ,( , d'WOOD SCREWS PHDSA. 6525 HD7B 6645 (i) S/8" A.B. IN HIGH STRENGTH .EPDXY, .(MIN 7" EMBED) IN CONC (14) WS3 WOOD SCREWS (11 ](8" A.B. IN HIGH STRENGTH EPDXY, (MIN. ]" EMBED.)lN CONC., 13) 3/4" STUD BOLTSTO W000 TDX8 7870 11)7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD '. '. NFM35X12U 2580 345G11.25 3475 5330 W MIN NOT LESS THAN EDGE Of CONC W/3/4" CIA ITW RAMSET/REDHEAD 4'NSRALLEDNACE.(14)10d 1 3/4"ATR IN HIGH STRENGTH EPDXY; MIN. 6.75' TOP, 1113)4"A.T.RINHIGH STRENGTH - DYNAOLTSLT SLEEVE ANCHOR DYNA BOLT SLEEVE ANCHOR OR EQ W/MINS"EMBEpi AT3DIST EPDXY, 6]5"EMBEDMENTIINLM.U:FACE,(18EMBEDMENT)INC.M.U. )10d TO BEAM HU54121F 3615 27101W% ( ) HUSC41Z 3435 263S(100%) (10) 16d TO HEADER, (10116d TO WOOD (WOOD) �. 332S (125%1 3220 (125y) (10)r 16d TO HEADER, (10) 16d TO WOOD HD4101F(CMU) 1950 3090 HUC410 l8W 4500 ILE)1/4 x3 WS3 SCREWS, (10) 10d TO (CMU) WOOD. USE (2O) 3/16"" TAPPER+, (10) 10d TO WOOD (18)1J4 x 2 3/4. TITEN (9 PER FLANGE) TO CMU; (10) 10d TO WOOD: HD210-21F(CMU) 1950 3080 HUC210-2 1800 4500 (18)1/4 x3 WS3 SCREWS, (10) 10d TO (CMU) WOOD. USP (2013/16"" TAPPER+, (10)10d TO WOOD (18)1/4" x 2 3/4 TITEN (9 PER FLANGE) TO CMU, (10) Lod TO WOOD: H0210-31F(CM UI. 2]95 5015 HUC210-3. IBM (I8)1/4 4500 x3" WS3 SCREWS, 110) 10d TO (CMU) WOOD. USP 12013/16"" TAPPER,, (10)10d TO WOOD (18)1/4 x 2 3/4 TITEN (9 PER FLANGE) TOCMU, (10) l0d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 1413/B"X4" Wedge -Bolt+ Anchcre, WOOD (4) WS3 WOOD SCREWS (4)318 x 4 TITEN HD ANCHORS (2 PER FLANGE)TO CMU, .(4)1/4X2-1/2 SOS SCREWS TO WOOD �U O F- Oo In 0 j)f N O LL JO Z_ a U Z a O Q m o � O r U 2 U 0 o0 m b of N O @ u_ J Z_ Z U O `t Qin O 2 U CO Ln U U U ti�lo a � ro ® R8VGwVh Or CodeUniversal ErVw4filER Sri 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: r CREEKSIDE PHASE 2 ry LOT #39 PROJECT# 4321, 200�039R1 ?AODEL { 4EBB r "1828-CALI"rzI , ARAGE SWING: ' RIGHT j IMAGE: r. :� :y FRAMING; tr PLAN S' 0 MPH EXP. ARCHrrECT- STATE OF FLOW AC "UG 19 2020 ('AICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 08 17 20 SCALE: 1 /4"=1' - O" SHEET S 3 FRAMING PLAN SCALE: 1/4" = V-0" -(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 1 Od x 1 Z" NAILS TO TRUSS WALUFLOOR -(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING SHEAT 12 16d x 1 1" NAILS TO TRUSS ( ) z FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 1 Od x 3 4"NAILS TO GIRDER AND 6", 8"x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATETRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ IOd TRUSSES @ 24" O/C, GALV. COMMON NAILS ± SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = 1-12705 LBS (2 PLY) I s PICAL TRUSS/ 888-TGY-IR-DER CONNECTOR(S) 4 NOT USED NOTCH DEPTH 1/4*13 9 HOLE EDGE >5/8" T HOLE DIAMETER k< 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY BTM. PLATE STUD NOTCHING AND BORING LIMITS EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" 0/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #22" x4", (9) 1 Od x 1 z' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W11Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS ' a' x 2 Z"TO GIRDER 1341) SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z" x 5" TITEN HD TO CMU AND (18)SDS 4" x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE �CHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TY ICAL ROOF 2a 2b 2c GI DER CONNECTOR(S) SQALE3/4"=1'-°" 5 NOT U ED NOT USED # 1100 UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) c n 1 x4 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 COMMONECTSATEACH-'N\, BTM, CHORD BRAKING INTERSECTION TYP. V SCALE:3/4"=1'-0" 10 NOT USED (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d @ EA. TRUSS (DIAG BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-D" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2"'DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOORAND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. �,,ALTERNATE MATERIALS SCALE:3/4"=1'-0" Ro ewwlwCode compkanoo �UnwwsW Engnew" Sciwwes 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 p W U 0 F a A i 1 "L:'HDIv. & LOT-1, CREEKSIDE ' PHASE 2 g'e `4 4 LOT #39 PROJECT# ua 4321.200 039R1- 11 MODEL 4EBB+ "1828—CALI GARAGE SWING: RIGHT PAGE:a,,. + DETAILS d L60 MPH EAt ARCHfTECT ;! STATE OF FLORIDA s= / I' AUG 19 2020 MICHAEL C. ANDERSON x` AR NO 1730 .._ v. PRINT DATE- 08 17 20 SCALE: 1/4"=1' — 0" SHEET 1 ■ PRE-ENGGABLE TRUSS -- � '| 2x4BLOCKING BETWEEN TRUSSES 8JFIRST TWO BAYS 4'47'OC(AT � SHEATHING SEAMS) (BLOCKING � NOT SHOWN FOR CLARITY) BRACING. SEE PLAN FOR LOCATION WASHER SEI IN HIGH STRENGTH EPDXY 6" MIN - EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. 2X4 DIAGONAL BTM. CHORD � � � MAX u FOR STRAPPING fA VERIFY W/ TRUSS PLAN DONC.POUR[D LINTEL COURSE CONT-2x4SECURED W/ Od'a@EACH TRUSS TOBFINSTALLED @10'f7'OC MAX GABLE END BRACING W/ E ENG 1@ vww"odw000 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 STATE OF FLORIDA q, AR NO 17305 (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) X' BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACKATALL � UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x S CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2X4 RAT R`UN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE, 3/4"=1'-0° SIDE VIEW VTCR SPACING (1) AT EA ANn r,-n" o PRE-ENGINEEFcL-Li VALLEY TRUSS CONNECTION SCALE: N.T.S. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y 04 U 0 F 0. U W 4 F A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT# 4321.200 039R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHfTECT STATE OF FLONDA AUG 19 2020 DATE 08/17/20 SCALE: 1 /4"=1' - 0" SHEET S3.IC i A GABLE - END HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0,18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. X-� ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.0 TOP & BOTTOM EDGES Ua ` J_ ¢ . . . . . . z W z C7 W z Q V V Ur Z J) J R U \TO j Q Q Z W TY ZW z n W (D LL Y z J_ J z Z z `1 Z z 3 W Ci = W !n U O Z�w�UaU� W 2 05 U F- U u02 O z00 W IY z -0 0 d TOP CORD BLOCKING AT4' O.C. MAX. IN FIRST 2 FRAMING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6" O.C. IN FIELD IU 13C JIKUUIUKAL ATTACHMENT FOR ROOF SHEA 8d RINGSHANK GUN NAILS @ 12"A.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: '.. ARCHITECTURAL, MECHANICAL, ELECTRICAL; PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE.6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER '. ', NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTU AL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING; ACI 318-14 BUILDING CODE REQUIREMENTS CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE NO. 2 OR - U BETTER , R. Fti - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON PROVIDE 6-MIL C O. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORME STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD. FOR NON-STRUCTURAL USES - SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS NO SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT).. WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY ',. SHALL BE CO STRUED TO APPLY TO. ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, : FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS,: COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, '... W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER. THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. '.. CONTAINS MORE THAN M..' OF HEARTWOOD. ALL DIMENSIONS AND. CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE - DRAWINGS. F LLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON. PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK! ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF. CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUTARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF. SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES. O INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT. BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING EREC riON. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING,: SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH,. SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH ITHE ACI W TRUSSES: DETAILS MINIMUM LAP. SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALAE THE THE CONTRACTOR SHALL SUPPLEMENT THE REQUIRED FOUNDATION AND SITE PREPARATION 'SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. '., TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR .MINIMUM STRESS -GRADE LUMBER AND. ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES. ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL. BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: Wl THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATION$. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR. TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS '... COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE. LOAD 40 psf REVIEW. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. psf BTM CHORD. -non concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF I10 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR BEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 15 psf TOP CHORD 20 psf TOP CHORD I (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, . HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE. HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT '... BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ' STAIRS LIVE LOAD 40 psf WIND: EAD LOAD SPEED =17) MPH 3-SECOND GUST RUN REINFORCING BARS .CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING SCE 7-10 (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC ATTIC WITHOUT STORAGE: 10 UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p0p HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: T BALCONIES (EXTERIOR). DO NOT CUT OR DISPLACE REINFORCING STEEL. TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 4 psf, GUARDS AND HANDRAILS: GUARD COMPONENTS: SOpsf, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: OFILL SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40Psf, SLEEPING ROOMS: 30psf, STAIRS: N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION aopBf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP 'D WING.REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5rTMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE. WALL SECTIONS AND PLANS ARE PROVIDED TO. FACILITATE THE CONSTRUCTION SCHEDULE AND MAY CHANGE PREDICATED ON THE AND GIRDER REACTIONS OF THE .CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE � : ..TRUSS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH; ELEVATIONS, DIMENSIONS, ETC. ! ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS. TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DR WINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS. ENGINEER. WIND UPLIFT VALUES HAVE 13EEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS BMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODU ( -0IBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS.. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES,. THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS. DOCUMENTS ILL GOVERN OVER: THE SHOP.DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 WRITING BY THE ARCHITECT. COURSE AGGREGATE AND SHALL BE PLACED W/.A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WE RE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMC-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS. AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED.REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PRC CTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR .TERMITE PROTECTION FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNERS AALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS.. LOCATIONS FAILING TOMEETTHE GEO-TECHNIC I�L ENGINEER'S REQUIREMENTS. SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESI N.BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN METSHALL STRUCTURAL STEEL: BE MADE BY T E.GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCR SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS: 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 ksl FOR ANGLES, PLATES -AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL 6E ASTM-53, GRADE B, TYPE OR S, Fy = 35 ksi. TUBE AND PIPE 2500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3:000.PS REGULAR. WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. I.� ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHyy++L�L SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLAC MENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ., CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM. C-94 OR MEASURING., MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.'.. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN: CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY. REASON THERE IS A '.. DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN.90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITS THE ABOVE. O ? I=- REQUIRED CONCI RETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. -, A, 3" FOR CC NCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): j B. FOR CON FETE EXPOSED TO EARTH AND/OR WEATHER'. Do 1-1/2"F DR#5 AND. SMALLER 2" FOR AND LARGER C. FOR CON FETE NOT EXPOSED TO WEATHER '.. 3/4"FOR S LABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL DID GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY 1 12" EMBED., 4" END DIST, MASONRY/GONG. NAIL 11/2"LONG.. B TO MASONRY/CONC. NO WASHER FASTENER 8"O/C 1 v2^ EDGE Dlsr. SGD, AL EXT DOORS CASE HARDENED COIL 9" O/C WINDOWIDOORI FASTENED GARAGE DOOR BUCK 12" DIA. W/ 4" EMBED., 4" END DIST. Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED .INTO MASONRY!CONC. TO MASONRYICONC. WASHER EXPANSION BOLT P4� O/C 3" EDGE DIST. WINDOWBUCK CASE HARDENED COL 9"OIC WINDOW/DOOR'FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT SEE NOTE 8 NAIL 1 112' LONG. STAGGERED INTO MASONRYICONC. MASONRY / CONC WINGDDNOTEB 18 OTC EMBEDEND, NON BE 00 EXPBAONSIOREQUIREMENTS 4" END BUCK 2x NO WASHER FAPCON' STNER IST WALCONIC SLAB W!'112 LT 24" / 04"EMBED. ST, 3" EDGE DIST 2x PT WINDOW BUCK 0.138" PAF x 2 1!8" 9" O/C 4" END. DIST, 1 12" PT TO STEEL COL., SEE W1 WASHER STAGGERED EDGE DIST I NOTES NOTE8 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 HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN '.. RE 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE .STRICTER REQUIREMENT OF THE NO A 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Reviewed for Cody Universal Enp sclarom 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesi n rou .c m g g p o AA #: 0003325 F W 04 V W p ti 4 II r [fir I 1 1 1 1 1 1 1 1 I 1 1 1 zm: Iwo v SURDi�% �8e LOT: CREEKSIDE PHASE 2 LOT #39 PROJECT* 4321.200 039R1 MODEL: 4EBB "1828-CALI" f GARAGE S WING: rj RIGHT. PAGE: f f�5 DETAILS I I{ 160 MPH EXP. D ARCHITECT STATE OF FLORIDA ova^' AUG 19 2020 ACIC AR NO 17305 PRINT 08 17 20 DATE- SCALE: 1 /4"=1' — 0" SHEET S � �TI 7 I 'I. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH; 321-802-3591 www.abdesigngroup.com AA #: 0003325 c W U e W n d ci Z 3 W F ® � Y � A 0 F ml i 8VHDIV. ,_mac r ; ST LUCIE €; COUNTY MASTER PA j` �'<<`: fA:a r-'-4 7ga uF 4: 3MODEL: EXPRESS SHINGLE GARAGE OWING: PAGE: F 60 MPH EXP. DA F ON46 ,. Q „s. 08.18., C SCALE: 1/4 1F i » �� y�