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Home My WebLink AboutBuilding Plans_.....,..... _..gym . 41mv 1430 CUI_VER [DRIVE NE, PALM BAY, FL 32907 • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: *FwRmA BUIIAING coDE, REffDZnj I., 6TH EDITION (2017) •AIL 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 AlA, SUITE 301 INDIAN HARBOUR, FLORIDA 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 EONSTRUCTIGN BASED ON THE DRAWING SET. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED *EXPOSURE *I -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 SQ.FT. CALC.'S V IS* SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI W SQ. FT. TOTAL 2442 SQ, FT. A/C VOLUME 16411.6 CU. FT. Tel= (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS INDEX �F ..DRAWINGS ASV. ABOVE LAV. LAVATORY DATE DESCRIPTION AC AIRCONDITI(>NING MUM. MEDINGDS 01/16A8 CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION AD7, ADJUSTABLE M.C. MEDICING CABINET ALr. ALTERNATE MFR. MANUFACTURER 01A5118 2011 FIBC UPDATE AMP. AMPERAGE MTN. MINDvT[JV1 PG Cl-COVER SHEET ITT). HOARD M T METALTHRrsH(LD 01/16AB CD's �-ISSUED CT. CENTER LENT MTD, MOUNTED PG GN-GENERAL NOTES CAB. CABINET MTL. METAL 02121AB SIDING ELEVATIONS ADDED CLG. ('FILING N.T.S. NOT TO ER CLRCLEAR O.C. ON CLN7ER 03R6118 CD'sIE-ISSUED PG Al -FLOOR PLAN . CONC. CONCRETE PL PROPFRT'LINE 04/IW8 FOOTNG REVISION PER M.501 6 PG A2D-ELEVATION "D" CPl. CARPET P.B. PUSH BIJ I FON CERAMIC'TILE PH. PHONF 0612148 CD'sRE-ISSUED PG E1-ELECTRICAL PLAN D. DRYER PLT PLATE, DBL. DOUBLE PLYWD. PLYWOOD 02AVIB ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERW PG P1-PLUMBING PLAN D. DI AT.GT.A7FD PR. PAIR DIA_ DIAMFTPR P.T. PRESSURE TRFATP.D 02/22A9 PLAN MAINTENANCE PG M1-HVAC PLAN DIM, DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS 03128A9 I REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG D1-DETAILS DP, DEEP R.A.G. RLFRIG AIR GRILL 0412449 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (MEL5.) DR. Doox REF. xEFRIGERAIOR PG D2-DETAILS D.S DOWNSPOUT RM. ROOM 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MEL5.) D DTPG WAl -WALL ASSEMBLY DETAILS I.. T.TATL R.O. ROUGH OPT_NTNG D.%VDTSHWASHFR S.C. SOT ID CORE EXT DR 06A2A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) PG WA2-WALL ASSEMBLY DETAILS EA. FACH S.D. SMOI:T- DETECTOR EI.EV. TLEV ATION S.H. SINGLE HUNG 06MA9 ADDED LED MS LIGHTS • KITCHEN 4 5ATHROOPER MARK EOILES PG WA3—WALL ASSEMBLY DETAILS EQ. EQUAL SHT. SHEET 01A949 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) EXIT EXHAUST SHVvR SHEATHING PG WA6-WALL ASSEMBLY DETAILS Ex r. EXTERIOR SIM. SHOWER 03AIA9 ELEVATION 'G' SIDNG-ADDED LOUVER • GAELE ROOF '... E CL'FX . AXED GLASS SINI. SIMILAR F.G. FUEL GAS SL. SLIDING 10/25/19 ADDED OPT. 8'-0' CEILING HEIGHTS FIN. FINISH SL. GL. SLIDING GLASS, FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FT.IIOR_ FLUORF.SCBNT SWS SHEAR WALL - FR.DR. FRENCH DOOR SECTION 0410WO REVISE ENKAVENT RADON PLAN DIMENSIONS ' FIG. FOOTING TEMP. TEMPEREDGLASS GA- GAUGE- THK. THICK GAR.DISP. GARBAGE DISPOSAL T.O.C. TOP OFCURB _ G.F I GROUND-FA111T CIRCUIT T.O.P. TOP OF PLATE '"TEAR"`'TER TG.S TOPSTRUCTURAL SHEET DES RI T N GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.0. UNLESS NOTED. HTT.' HOST, BIB CVAPOR PRO OF OTHERWISE ,. PG S1-FOUNDATION PLAN H. HDR . HOLLOW CORE V.P. VAPOR PROOF 116T HEADERHT W. WASHER PG S1.1A-DETAILS R' d Hcr. OR Hr uEu,HT w/ WITH 17 IdS INSUL_ INSULATION WD. WOOD INL INTERIOR WDW. WINDOW PG S1.2-DOWEL PLAN L L /H WATER HEALER t W WROUGHT IRON PG S1.2A-DETAILS e� PG S2-LIFT BEAM PLAN AND NOTES 1 PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS FILE PG S3.1C-DETAILS k11 , py PG SN1-DETAILS Reviewed for C49 om PG PAl -PRODUCT APPROVALS mUnivor5a E Sc ences 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 V DI W F A H ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP C ARCHITECT - STATE OF FLORIDA MAY 2 2 2029, ICHAEL C. ANDERSON AR NO 17305 rZ%&&N A 2019 DATE: 05 / / 1 SCALE: 1/4"=1'—O" 1 m GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE 1N 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 R301,21.2. 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN '/-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITYDETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10.CCONTR:ACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY LIES WITH ALL LOCAL CODES HAVING JURISTICTION; INCLUDING ALL APPLICABLE STATE, CITYAND DING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST 13E MODIFIED AE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE$FE, PER FLORIDA BUILDING CODE. 1 11!. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDINGHAS RECEIVED A COMPLETE TREATMENT TH 5 T ENT FOR E PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %` PVC (SCHEDULE 40), INSULATED WITH '/," AMAFLEX. 4. SHOWER HEADS SHALL HAVE'A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS; a" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM•C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -15A AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARS0UR BEACH, FLORI DA 3293'7 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 ,O�= am MVP5 ry7 w I Z Lu rL t o Q w Q r� _1 � � m n , IEl I � r V A Fsi j' P4 L �. df SXYBDIV. CREEKSIDE PHASE 2 LOT #48 PROJECTS - 04321.200 048R1� MODETZ 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: y ,' GENERAL NOTES C 1 k/ � 17 I STATE OF ;L-_ IRIE'N4' OCT 2 �7 2020 ACHAEL C. ANDEI AR NO 17305 1T - TE: 05 19 20 3CAT.E:1/4"-f-O" ., SHEET G s 0 0 v r r e NN w0 0. 10 -4" RI 0 .. SUBJECT TO DAMAGE FRO GROUND WIND DESIGN SEISMIC SNOW SPEED° TOPOGRAPHIC DESIGN � WEATHERING' FROST LINE TERLOAD (MPµ) EFFECTSk CATAGORY DEPTHb NA 160 C NA INEGLIGA5LE INA VERY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FBC R302.'31 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC 1i �m - 34 0 (2) 305 - H 121 EGRESS RO�OMG ROOM — OWNER'S Ei SLM B 2X8 Ai� 7'-5" 4'-"T 6'-6" m II-Iml 41'-8" 8'-0" . y NY. ®WNERis a I b36 ---------------,,. =, w�.c. BATH �. I rw V-v Cm C. V. 0 IREF i i I .'p11� L - _ _ _ SHM PAN 3'-0 2'-8 = b24 SINK IR-iSH- -S - -- A KITCHErJ LAUNDRY ;---� e AI 8.8� c1� I — --- El �.8 � �, N RANGE ' + PAN. b36 6-8 ; _ r 2'-¢ �'_m 5' 8° Ai Qu I �8 -8 CLG. 3-SH — O -- V A__ ti� o 1 BEDROOM#4J ----�' N C. -- DEN 8'-8' CLG. 'Y'� j� � 'I V. } u cps 1'-®" 2'-8' d 3'-6" it -Oil 3' 4u 4 -muwin r- BEDROOM 0 ? �, rq i I B'-w CLG. `^ i i MT �B r N e _ WH. I ATTIC I C ® ACCESS J ° I I OND LAV. B II= - u 0 BOLLARD a m BATH#2 PER BLDG. CODE GARAGE rei 2'-4 V. 8'-8' CLG FOYER BEDROOM #2 8'-8' CLi 0 8'-8' CL& 3068 W/ �I h 36'XI2' m Milli TRANS. I� ©Fill ENTRY _ al Cm '1 tY (2) 3052-SH EGRESS I61 — -- O 16'-m'XT-0'O.HD. If - - - - - - - - - - - - - - I0'-2 3'-Im 3'-10" 6 2 8 16 4 -m" 41-4 211-411 39' 8 WINTER ICE BARRIER I FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS r FREEZING ANUAL TEMP ° RE(.�11RED" INDEX' TEMP! 42 NA SEE SURVEY NA NA W i , 'IC >�;r.., Hre oCwl;p Rwal u\ai in A0.aelkri:.i..IZnmsa£,: E�za FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/15 C35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR GLOSESt ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■0■NEN SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 164-11.6 Cu. FT. WINDOWlit CRITERIA ii EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. �1 12 5 30/-31 �? CRITERIA 8010 O.H.D. 56 5 325/-38 m 16010 O.H.D. 112 5 3m.9/-34.4 �11 il SOFFIT N/A 5 1 31.6/-38.8 ROOF TILE N/A 3 -6829/ -58.29 IF APPLIGA6LE BASIC WIND SPEED MPH 160 (Vult) INTERNAL I j PRESSURE CO'EFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 151 PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT I 4" 7.1 a BA�� DETAIL A SeALE:1rz'=r-m' ARCH DTL. B SCALE: 1/2 = I'-m' OVt ID Ul F(Ir I'll ENNww" UBDIV. 8e LOT: CREEKSIDE i PHASE 2 LOT #48 PROJECT# 04321.200 048M ODEL: 4EBB "1828-CALI" ` GARAGE SWING RIGHT PAGE: j FLOOR it PLAN 160 MPH EXP C ARCHRECT STATE OF FLORIDA MAY 2 2 2020 IICHAEL C. ANDERSG AR NO 17305 PRINT 20 19 DATE: 05 / / SCALE: 1/4"=1'-0 SHEET Al , EQUAL CONTROL _0 GONT ROL JOINT TO CONTROL JOINT PJ (TYP.) i o+/-19'-0" 5LDG. NGT. ----------------- ro � SHINGLE ROOF E0. EQ. -- -- ----- FYPON LV12X24 A OR EQUIVALENT 12 2D �6 FYPON 5KTIIXI.7 OR EQUIVALENT EQ EQ `+ 1212 5 4 I k' WA1 I W I 1 7B WAI 6 WAI A 8' 8" SRG �I�:T- 8'-8" E�Cs- I�GT. �� _' 8" 5RG- I-IGT. U �� . A — 8- - — — - — - — - — - - — - _ 0 OPT- COACT I -O O 16'X62' F'YPON I LIGHT 415 DECORATIVE 45 48 A I ❑ ❑ I1,WA SHUTTERS OR A — ®® 4AYv I TYP. EQUIVALENT II tYP. TYP. 4' RAISED I I-' °� I1JA I I r r EbAND (TYP.JIT11E] [I] HT L J1 - --_ _— -- - - _ I N------------ - ----- --- _-- FIN FLR. - - - - ry _ 0" FIN. FLR._ 0' 0' FIN. FLR. - O'-G" FIN. FLR'( � O' _ �— —�� FRONT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103A ® I� OFF RIDGE VENT OFF RIDGE VENT REAR E(LIE ♦L1TION SCALE: 114 = I'-0' TEXTURED FINISH I 12 11E �6 - - SRG. HGT. �' `" 8'-8" 5RCs. HC3T.--------------------------------- ® II 4Es I v A El Typ. ry I I 0 -0 FIN. FLR. - _—_—_—_—_—_—_ _---_ _-- _ _---_—_—_—_—_ _------ - 8'-8" BRG- HCsT 1'-0 0'-0' FIN. FLfR- 1 44� cry r I I TYP. _ I14.I _— ARIGHT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE VENT l� OFF RIDGE VENT 0'-0" FIN. FLR. S'-8" 5RG. HGT- VI r" 0'-0" FIN. FLR. — - — - — - — - — - — - — - - — - — - — - — — - — - - — - — - - — - — - — - — - — - — — - LEFT ELEVATION SCALE: 1/4 = I'-0" TEXTURED FINISH 1k DECORATIVE STUCCO LOUVER DETAIL MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 30D REQUIRED VENTILATION AREA 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (netfree area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL # OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIR 67.20 q®vlewed for Code Complarl,* unlar^sinsm" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 ommmmmmmomor ll w d. 0 ti 0. 4 F A Er ti SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 04BR1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP C ARCHrrECT If STATE OF FLORIDA MAC'- 2 2. 200 MICHAEL C. ANDERSON AR NO T7305 PRINT ATE- 05 19 20 D SCALE: 1/4"=1'-0" SHEET ELECTRICAL. LEGEND S'rM^BOL DEFINITION NOTES - f 1 175V OUTLET 70 AMP SINGLE POLE III OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI Ili OUTLET EaUIPED W/Ca10ND INTEiFUPTER (TAMPERER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUNDFAULT GF1 OUTLET SWITCH SWITCH 3-WAY OPER �t4 SWITCH 4-WAY OPER. WALL MOUNTED ��f LIGHT CEILING LIGHT © LED CLG LIGHT © LED VAPOR PROOF LIGHT O VP VAPOR PROOF L IGHT ORECESSED CAN VENT. PAN 1 CFM PER SO. FT. VENT. FAN W/LIGHT I CFM PER 1I PT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4 FLUORES 2-5UL5 WRAP ® LIGHT HT AROIND (RECESSED) 4'XV FLUORESCENT 2-5ULB WRAP ® LIGHT AROUND (SURFACE MNT.) ~—� 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 1 0 PANEL METER BATT. BACK-UP OSMOKE S.D. DETECTOR W/ NARDWII� WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® S/CO CARBON MONOXIDE &"IOKE DETECTOR CGMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT LIB NATURAL GAS rl/ OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR C0NDITIONM 70 BE 210V UND. 'a DISCONNECT SEE N THISSAWL, ry TELEVISION JACK CEILING BOX REQUIRE O J-BOX TO BE SUPPORTED IN ACCORDANCE Wi/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN %Z CEILING PAN/LICsHT ACCORDANCE III BOX MARKED AS 8UCH FOR INSPECTION �•� 24' INCANDESCENT LIGHT STRIP Any 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 49' INGAIDESGETiT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES e�— UBB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED a HOMEOWNER FIRE -CONSTRUCTION MEETNG. • ALL 15 / 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a 181-AND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ISE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6114 ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER r.BZ. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404.1 CEILING MTD. LIGHT TO BE: INSTALLED, PROVIDE J-BOX FOR OPT. FAN ------------------------- -- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' LOC. TEMPORARY UNDERCsROUND WP Panel MAIN -A PANEL: 816 wp crtbreaker VOLTAGE: 120 /240 V -11'h MAIN: 1bO /\mp M C r3 FEEDER: 341 Cu TOA4N & 146 Cu (G) in 1 1/2" C. OR 3- #2/0 AL FHM & 146 Cu (G) in 1 1/2" c_ Wire Pole Ur Description Watts Circuit Circuit Description Bkr Pole Wire #12 #12 1. 2. 20 2C Ektencr Receptacle GFI for TUG Irrigation Pump 1200 1000 1 2 4 1,04 Space Spacer 5 6 A/C C. U:-4 35 2 #8 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 J 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER, 3-#1 Cu THWN & 1-46 Cu (G) in 1 112" C OR 3- 92,0 AL THWN & 1- #6 Cu (G) in 1 1/2'' C. Wire Pale Bkr Description Watts: Circuit Circuit Watts Description Bkr Pole Wire # 12 'I 20. Small Appliance 1500 1 2 8600 Range 50. 2 #6 #12 1 20 rvlicrovra�e/Hood GFI 18W 3 4 #12 1 20 Small Apprance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 150C 7 8 # 12 #12 1 1 20 20 Dining Room Lights and Receptacles AFCI Bath#2 GFI Receptacles i sw 12CO 9 11 10 1? 1200 1500 Disposal GFI Dish dasher GFI 20 20 1 1 #1.2 #12 #14 914 1 1 15 15 Foyer/Hail Bed. #2 s. #3( Bath #2 Lights. AFCI Liming Room LanaiLights AFCI 90G 900 13 15 14 16 5000 Dryer GFI. 30 2 #10 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI '20 1 #12 #14 #12 1 1 15 20 SD & C?O AFCI - _ Laundry 1 Bed #41 Den AFCI 900 1200 19 21 20 22 ION 12_00 Garage Door Opener GFI Garage Lights and Receptacles GFI 20 20 1 1 #12 #12 Space 23 24 900 Owners Suite AFCI 15 1 #14 :Space 24 26 900 O+kner's Bathroom AFCI 15 1 #14 Space 27 28 900 Estenor Lights and Recept GFI 15 1 #14 Space. 25 -s0 1 DJ() Irrigation contrds only 20 1 #12 Space 31 32. Space Space 33 34 Space Space Space. _. -. - 35 37 36 —.38. _. Space Space: 212 35' AW AHU-1 t Heater KVA at 65% 5525 39 40 Space. 41 42 Space Load subject to demand factor calculations I line 16000 27600 Load subject to demand factor calculations J line Demand Factor Calculations. ABBREVIATIONS: AFCI: :ARC FAULT CIRCUIT INTERRUPTER NC: NON -CC INCIDENT LOAD GFI: GROUND FAULT. INTERRUPTER LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total load subject to demand facto 43fiuq First 10000!!otts at 100% 10000 Remaining nails at 40% 13440 Trial No lead 10829 Taal Connected Load Watts 342G9 Total Amps Iwotts I240wlts) 142.8 I I � I I @0 I I m ° ° I LED LIGHTING C DOUBLE LAV. OWNER'S BATH 15m AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS CF THE FBCR Ili EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING SINGLE LAV. a BATH "2 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, T44N + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANW COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCS TELEPHONE SERVICE ENTRANCE EDUIf9'1ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE Reviewed II Coda CornpGerre Universal Engtnwir ED $cierre" 104 CU SERVICE GROUND Twe�dfor Code CONCRETE ENCASED S EL CMiRliance ELECTRICAL PROVISIONS I in"" EDITION (2011). Sciences 5/0" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w� U W O V y A F A F ti Sv$Day. LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C ARCHrrECT- STATE OF FLORIDA kEL C. ANDEI AR NO 17305 sXV.&AN a DATE- 05 19 20 SCALE: 1/4"=1'— 0" SHEET El a r i r E c II 2 VTR 2 KITCHEN�I I/2" VTR SINK W/ 0 I- — — — — —00 AUTO VENT I I/2 211 \ II L — — — — J j1 I/2�i4�11/2' WC I I/211i/2 W I �21 1/2 r2' I I LLC ]A tU8 I 3,�1' I2 LAV 2LAY1� I I WC 3 .3 I m 11/2. 1 SHWR 2� 31 3 — — — — — 0 WASHER 2 2° co 4' n >el- PLUMBING PLAN SCALE: 1/4 = 1'-0' TO PLUMBING RISER DIAGRAM Reviewed for Cods Compliance Universai Engineefft 91 Sclencse 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W Chi W 0 F 0. V h W O CW A a X" SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP C ARCHrrECT: STATE OF FLORIDA 11AY 2 2 °L'`°3 MICHAEL C. ANDERSON AR NO 17305 DATE: 05/19/20 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 WE) - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT SCNEDULE 3.0 TONS MFfs CARRIER C.U. 251-I5C536A•030• A.H.U. FX4PNCE3,FJ03-fL HEAT 5 KW SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/11=P 5RKR C.U. 35 A.P.0 35 REF LINES 3/4" 4 3/8" HVAC PLAN SCALE: 1/4 = V-0' F 04 U W O F 0. m W Q F A F ti SLTHDIV. do LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL 4EBB "1828-CALI" GARAGE S VIMG: RIGHT PAGE: HVAC PLAN 160 MPH EXP C PRINT DATE- 05 19 20 SCALE: 1 /4"=1' — 0" Reviewed for Code Compliance UnWersal En"Wnsenno Sciences SHEET mI 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL 9 32' O.G. MAX 0'-0. FIN. FLR PRE -FAB TRUSS 2X4 WOOD STUDS 624' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL 1-IUNG PLUM5ING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2xPo, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL ( NON- BRG. SCALE: 3/4' = I' -O' I II � 1 A I 11, .1 BOND BEAM SOLID GROUI W/ (I)- *5 (2) COURSE 2A_�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES OVER 030 FELT PAPER FIBERGLASS SHINGLES OR SYNTHETIC OVER 030 FELT PAPER PRODUCT, INSTALLED OR SYNTHETIC PER SECTION R905.1.1 PRODUCT, INSTALLED ON �' OSB. SHEATHINGRill PER SECTION R OR CDX PLYWOOD ON �&' O.S.B. SHEATHING 5/8' GYPSUM BOARD OR J' CDX PLYWOOD OR 1/2, HIGH SECURED PER FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD v v I I i STRUCTURAL Ur PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE iikPER ELEVATION 2x FASCIA PER T P. - - 2x FASCIA PER ELEVATIONS ON ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ff RE STRUCTURALFG 1x2 P.T. FURRING — STRIPS ® 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' Cl CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR,L d A a. e- d AV A a. a a a d a: n W/ WINDOW OPENING H SCALE: 3/4' =1' -0' NOT CUT BOND 4M BARS 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR 9 e < 6 a a a. n TYP. WALL SECTION L NO OPENINCs NOTE: PER SECTION 905.1.1 - FOR ROOF Al ti "i T/1 I =l TLAAI A -I) A IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22(o TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6i57 AND BEAL LINE I J' PVC BLEEVE FOR GAS LINE CM 1/2' GYP. ILL. MD. Ill BABE a 4 m GAS LINE THRU BLOCK Dl SCALE: In'•I'-O' FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �J,' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALv. STEEL APPROVAL RE0. VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO ROOM TRACK BRACKETS UU PRODUCT APPROVAL Ill GORIER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. UV ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL 1111E0. SEALANT BACKER ROD Ul STRIP MOULDING ALL AROUND i DOOR MANI.F.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" 1-2X4 5PF 24' O.G. MAX. SECURE W/ l2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 'Y 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—L' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR., � v n Q A 8' CMU ZIZn ' AV A a da A Q'a A W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. 1/2' GYP. WI BD. WOOD BASE a FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER i-0 FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT F.STRUCTURAL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU 0'-0' FIN. FLR e n TYP. WALL SECTION QJr OPENINCx 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of Water to the building Structural framing components. 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 A5TM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or other Reviewed WCode phal approved standard as appropriate for the type of sealant. Fluid -applied meml'Sranes ®Unwell IN„adrw used as flashing in exterior walls shall comply With AAMA 114. The flashing Shall extend to Sciences the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Fes. W ral U Pq 4 ti rn w 4 A SUBDIV. 8e ]LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP C ARCHrri STATE OF FLORIDA 12 2 2020 MICHAEL C. ANDERSON AR NO 17305 J rsil a DATE: 05 19 20 1 SCAT :1/4"=1'-0"' SHEET L) 1 TOP: 2Xib P.T. ® CENTER OF DOOR HEADER SECURED W/ (U IR' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS 12 O "-SECURE 2x4 ONE" FLAT TO BLK a 0O W/ MASONRY NAILS. SIDES" 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHETS SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (I)BUCK ATTACHMENT D 6C4LE: 1/2'.1'-0' flLuo' ' CMU ' DRYWALL X4' OR I'X2' P.T. NAILER X4 P.T. OR 5/4'X4' MIN. ECURE THRU FRAME 4 XTEND 1-Y4' INTO BLOCK / �(�' TAPCONS MIN. SHANK SIZE .145IN. HEAD SIZE 300 IN. EMBEDMENT I-Y4' ITHIN 8' OF EACH END 4 O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ Ne. TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 1S' O.C. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-3f6' TAPCONS(MIN. SANK SIZE .145 MIN. HEAD 5IZED3�0 MIN. EMBEDMENT I Y4') - WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: mm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 18' O.G. MAX SPACING. 8' CMU ❑ Xj" DRYWALL 1'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.TS. 2X4= SECURE TO BLOCK W/ 3/fr.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6c1 SECURED THROUGH SECURE t0 BLOCK W/2-3fi,' NON-STRUCTURAL 3ifg TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 all CMU MIN. EMBEDMENT I Y49 �' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-3Wb' }{6 O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 15' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" C SCALE: N.TS. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 )4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6om SECURE TO BLOCK W/2-3V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8cE= SECURE TO BLOCK W/2-% TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 V O.G. MAX SPACING. --/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3if6' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU DRYWALL 1'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Ya') DOOR JAM13 TO BLOCK +2 10.. WINDOW TO BLOCK +2 1/4" D SCALE: N.?S. 2X4= SECURE TO BLOCK W/ �fb' 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 IS' O.G. MAX SPACING. SECURED THROUGH 2X6cm ,NON-STRUCTURAL 3/(ra' SECURE t0 BLOCK W/2-3i(� TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 TAPCONS EMBEDMENT INTO BLOCK - MIN. MIN. HEAD SIZE 300 8' GMU MIN. EMBEDMENT 1 Y4')IMANUFACTURES �' DRYWALL WITHIN 8' OF EACH END1'X4' OR I'X2' P.T. NAILER 15' O.C. MAX SPACING.2X8cm SECURE t0 BLOCK W/2TAPCONSDOOR CASING (MIN. SHANK SIZE .145MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')DOOR JAMB OR WINDOW WITHIN 8" OF EACH ENDATTACH TO 2X PER 18' O.G. MAX SPACING. DETAILS. NOTE: SNM AS NOPEP TO PfJMD JAM (DO NOT EXCEED XI) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ �(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-%l NON-STRUCTURAL 3fb' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1.1414ATTACH 8' CMU WITHIN 8' OF EACH EN' DRYWALL 18' O.G. MAX SPACING.1'X4' OR I'X2' P.T. NAILER 2X8:®SECURE TO BLOCK W/22ND 2X SECURE TO TAPCONS(MIN. SHANK STRUCTURAL MEMBER 145 WK2)12d WITHIN 8'OF EACH MIN. HEAD SIZE 300END 4 6' t0 8' O.G. MAX MIN. EMBEDMENT I Y4')POOR CASING WITHIN 8" OF EACH ENDDOOR JAMB OR WINDOW IS' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3' F SCALE: N.T.S. 2X4» SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') A, DRYWALL WITHIN S' OF EACH END 4 IV O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 4m 2X8 SECURE TO BLOCK W/1-1/4' 3f6' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURESDETAILS. NaM: SWIM AS NEEDM TO rUM9 JAM CPO NOT EXCEED V) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7 16" G SCALE: N.TS. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 4 MUST BE ON OUTSIDE 4 IS' D.G. MAX SPACING. SECURED THROUGH 2 CURE TO BLOCK W/1-1/4 : NON-STRUCTURAL Wr.` SEECUR TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 �' DRYWALL 15' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS n /�- OOR CASING (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18" O.G. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOR JAMB TO BLOCK +3 3/4 WINDOW TO BLOCK +3 3 4" CALE: N.T.S. H S 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y W U W 0 ti 0. U W 4 F A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP C ARCHFECT: STATE OF FLORICA ,. Y t n rr,r,Fy !EL C. ANDEI AR NO 17305 05/19/20 SCALE: 1/4"=1'-0" 1 Reviewed for Code Compharm Universal Englrwshq Sciences SHEET 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/ 3/(s' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS TO BE SPACED • 1' O.C. MAX VfERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER 1 LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED al' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHNG SYSTEM AINSTALLED PER 6 TO z GAP MIN. LATH SHALL NOT BE CONTINUOUS �' ro a b *o a THROUGH CONTROL M N. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' 1.10.IA4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR ` i STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IW 0ID415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI* \ TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD a FT. A O1. FOLD INWARD a PT. A 2. CREASE • Pr. B FOI a O L FOLD INWARD • ® I. FOLD INWARD a PT. A PT. A 7. CREASE 0 Pr. B 2. CREASE • PT. B 3. CREASE • PT. C 3. CREASE • Pr. C 4. FOLD PT. C OVER PT. B TILL IPT. C TOUCHES BOTTOM FLANGE SHINGLE ROOFNG� DRIP EDGE: OVERLAP 9y EXTEND IR' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX. FLANGE L WATER TIGHT SEAL. FOLD. i NCM CUT. THICK, 3 COAT CEMENT PLASTER (FRAME), I 3 COAT CEMENT PLASTER (CMU) WR5 LAYER 02, FORT RBER BUILDING PAPER(Pli ONLY) WR5 LAYER 01, STUCCO WRAP(MW-IE ONLY) LAP LAYERS OF BWLDING WRAP OVER NAILING FLANGE, STOP WRB AIM-111GX. I K' ABOVE SHINGLES (FRAME ONLY) FASCIA WRAP FRAME OR CMU EMERIOR 5x9 WALL FLASHING QCK-OUT FLAOHR43 (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' S VERTICAL LAPS (ROLL ENDS) < 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BEITA WITH FORTIBER SHEATHINI" MIN. LAP a METX 6- MIN. FAPER LAF- BELOLUONLY WRB LAYER 62, FORtIFIBER BUILDING PAPER SCALE: 1 1/2'. 1'-0 ® KICKOUT DETAIL WATER TIGHT SEAL (BEND OR SOLDER Do NOT lU1TI) LATH VERTICAL LAP TO BE Is METAL LATH WR5 LATER 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 0Z415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN W (229-MM). AS PER ASTM CI063 1.81 NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/WCUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - OR 7/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 62, FORTIFIBER BUILDING PAPER WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/lii ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) a' MIN. ' LAP LAP n LATH LAP ® PAPFR HORIZONTAL LATH & PAPER DETAIL 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING OR CMU LURE LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP LURE d TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I ::.. Is OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE —� FLASHING STEP *I 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 ?A � N.PfT.S. Wxb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4- SELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FI ASHINCs TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP "2 FLASHING WRB LAYER 01, STUCCO WRAP WHO LAYER 02, 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. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) PER SEC I ON 11i E)me(br lalhlnp and pledwk p 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. NETfRATION DETAIL C1=fRA1� ) DRAINA(C- E PLANE (WfR5 STUCCO WfRAF) WR5 L)4�ER *2 (FO1<'TIF18E1R-'-.-'-'-'- 5L11LD INCH PAPER) METAL LATE 4 X X X X STUCCO4. UJOOD 5I4EAT+41NG OR rt/16" ZIP SHEATHING SYSTEI" I ( INSTALLED PER MANUF. SPEGSJ SELF-ADHESIVE FLASHING - - - - - NOTE: I'IETAL LATE: LAT+4 TO 8E PE1� SECTION A5T1"1 C-a4-1-09, Is-1 2.5 t;omVlwnce P am' SQ. �'AfiRD (UT I L I T`I' OR NOM I uw� LAT�4 DOES NOT M T SP CIFIG�fTIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.Ci AA #: 0003325 r1142, W U W 0 0. V A F A •r SvsDIV LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT* 04321.200 048R1 MODEL4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHrrECT.. STATE OF FLORIDA C/ y n ,nn LICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 05/ 19/ 20 SCAT :1/4"=1'-0"' SHEET Y Y Al NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP; SIDE(S) AND BOTTOM FLAR,GES OF NON -MOVABLE FRAr'IE OF THE EXHAUST. 5 QIIENCE 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 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING + JOINT ALL AROUND 1aTUCCO PINISH " SELF ADHESIVE, OVER TOP E SIDES. SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT a I I a' GMU TOP 4 SIDES I PER SECTION R703.7 V Exterior lathing andplastering BACKER ROD I Exterior use of portland cement plaster a.. shall comply with the application 6 B DRYER VENT (BLOCK) . I: requirements of ASTM C 926-12A. WRB LAYER "I, STUCCO WRAP DRYER VENT Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING FRAME DRAINAGE PLANE (WRS LATER *11, STUCCO WR,41=) WRB LAVER #2 (FORTIF-15ER - - - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO °...;..:... WOOD SHEATHING OR Z/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM G-047-09, MIN, 2.5 L55. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFIGAT IONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL l\ 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' F— NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WVENT PENETRATION SCALE: N.T.S. ELEG. METEf VERIFY LO STUCCO SCRATCH COAT 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ,° " '�" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIr APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF #1 STF #3 .0.0.o 0 0 0 0 O 0 0 0 0 0 . o.o.o ,.eeve 1/16' ZIP &-4EATHING SYSTEM LINSTALLErz) PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIP15ER BUILDING PAPER METAL LATH i/S' TEXTURED f-FINISH o WOOD FASTEN TO WOOD STRUCTURAL �MEMSER a 1' OZ. MAX W' TO�GMID-WALL -Ye iJ W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH ® MASONRY 75 HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED ORB LAYER 0 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *5 OELECTRICAL eTf #2 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STF # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5 T E F #(o RECEPTACLE ® peviewed for cod. Gompllence Universal Engln"fft > 2194 HWY A1A. SUITE 301. INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E, w U W 0 F 0. rn w O F A ft f W,�. i i SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHRECT STATE OF FLORIDA MAY 2 2 2920 kEL C. ANDEI AR NO 17305 rrcaa� ` DATE- 051920 / / SCALE: 1/4" =1' — 0" SHEET SUBDIV. 8e ]LOM" CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200/048R1 MODELz 4EBB 1828- CALI ,'i'AARAGE STfiNG: 41 RIGHT WALL ASSEMBLY DETAILS 1=60r MPH EXP C --5Lj' STATE OF FLORIDA �4 j MAY 2 2 2020 kEL C. ANDEI AR NO 17305 DATE: 05/19/20 SCAT :1/4"=I'—O" ry SHEET 2x& 5U5-5AND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8' TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH 6 CMU METAL FA r� �1 I1 II II 1 1 1 2x6 sua I I 1 I 1 / 1 / 1 METAL FASCIA 1 O WRAP YS" FROM 1 STUCCO, 1" FROM 11 WOOD WALL 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 �\ NOTE: NOTCH FOR 2X(o 5U5 BAND ONLY ( )ELEVATION. 1 1 1 —ROOF KICK OUT REMOVED 11 FOR CLARITY TROOF DECK (BEYOND) z �\'\\VNOT DRIP EDGE, 1" OFF WALL INTO STUCCO) �- 11i/8" TEXTURED FINISH i WOOD, 1/2' TEXTURED FINISH m CMU �! 2xro SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK —METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER ,'FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL OP WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SUI3 BAND DETAIL ® WALL W,/KIC K- O UT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2Hx4 NOTCH -a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH Q END, WRAPPED IN PEEL e STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR Reviewed for Code CLARITY m Compliance Universal Enginewift Scierxes 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rq rii w 0 F 0. w 4 F a SUBDIV. 8e IjOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP C ARCHRECT STATE OF FLORIDA MAY 2 2 2020 \EL C. ANDEI AR NO 17305 a PRINT 2019 DATE- 05 / / SCAT :1/4"-V-0" SHEET 6 39'-8" 127,4„ 7, 4,-_4X 17,_4„ 0 •• — 00 —v v ® — rVtJIVN/''t 1 ll imy I r—o 10'-4" 10'-0 M -12X12 16' 0 3 4 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED co N IX " CONC. SLAB N _ OTHERWISE. - w u. XI _ co + 4. REFERENCE ELEVATION 0 0",:SEE SURVEY PLOT FOR NGVD. 0 w N 5: PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN a-3 TERMITES.TREATMENTSHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 1/2 1 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES) • 6. PROVIDE ISOLATION JOINTS BETWEEN' INTERIOR AND EXTERIOR SLABS ON GRADE: — — FM-12X18 PROVIDE112"FELTPAPERATTHEJOINT. EXTEND 1 7 COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL SLAB 1 112" 1,1 0 DRAWINGS. I 8SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. - 9 WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. Ij 10 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 DINDICATED #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF: BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN°ACI STANDARD 900 2 o HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. ? 12 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = I, U 7 30' #6 =36'; ), AND REINFORCING SHALL BE CONTINUOUS. } 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 1 0 BEEN DELETED UNLESS NOTED OTHERWISE. 1.1 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS 0 OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS I,co 15 STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING 0'-O" CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. 0 T N' I CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = SLAB 0 1,500 PSI TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN m RUNNING BOND. N op 6 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 0 g T-0" O/C MAX. SEE PLAN FOR MM SIZE. IL INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE RESIDENTIAL, 6th EDITION a0 I I ao o co N SLAB SCHEDULE C SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER 15,_8,; 1 not 4" PVC CHASE TE-1 — J 4:5 1/2 ° II 4'2,_8, 1 T_8„ 5 3 -O" 1.1 c W N L a � u- EXTEND SLAB 1 1/2' 2 I4' CONC. LLI 00 FM-12X18co1.1 SLAB CL I l x 0N 3 1/2 co I I „4 LL I cj ---� o LL 2 71/2 1.1 1.1 FMC-12X18 FMC-12X18 L—FMM=12X18 J FM-12X18— — o 4 4 I 1.1 1,1 10,_2„ T-10„ 2,_8, 16-0" 2,_$„ 141_011 4'-4 21,_4„ 39'_8 FOUNDATION PLAN SCALE: 1/4" = V-0" 4' CONC. SLAB ..0,_0„ 't'TOP OF SLAB T-6" 11 FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 81.SEE PLAN 10" - (2) #5's (+)0'-0" (+)0'-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's FM-12xl8 12" CONTINUOUS 18" - (2) #5's FM-16x18 16' CONTINUOUS 18" - (2) #5's (+)0'-0" FMC-12x18 12' CONTINUOUS 1 181, - (2) #5's #5 1N CURB VARIES F-24x24 24" 24" 12" s s Op 4 SECURE STRAP TO A/C SIMPSON UJ5 CONC. Ill/ UNIT ROLL STRAP OR EQUAL g TAP -CONS TAP -CONS EACH CORNER Op UNIT GONG. SF -CURE STRAP TO SLAB UNITS Ill/ (2) 08xl 1/4 SI-IT MTL SCREWS A/C CONNECTION TO PAD DETAIL ® Reviewed «Code Cu pllance Universal Engaww" s 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 rl PH:321-802-3591 www.abdesigngroup.com + AA #: 0003325 s �iY� fir: 7L.OM CREEKSIDE PHASE 2 LOT #48 04321.200/048R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ,0 MPH EXP C ot MAY 2 2_ 20210 ICHAEL C A oDw;TR,,4 AR 'll?"305 � 1 T DATE: 05/ 19 20 SCALE: 1 /4"=1' — 0" SHEET s l Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q p CELL SEE PLAN FOR SIZE IL SPACING REQUIREMENTS SPACING REQUIREMENTS Q W G Q W ; mU W V o Q co [L p 8" CMU WALL K U) _ Z 8" CMU WALL Z 0. M TOP OF SLAB ° ° TOP OF SLAB ' �a. •alb .e a''. a .. a -VARIES SEE SLAB SCHEDULE EXT. PORCH SLAB d • m 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION < 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z ° - SEE SCHEDULE g FOR WxD, BAR SIZE i AND BAR QUANTITY ° 4 SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB < 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION e < 6' CHAMFER (2-STORY) JOINT (WHERE i. i SEE SCHEDULE APPLICABLE) Z_ 4. FOR WXD BAR SIZE AND BAR QUANTITY N r (�,�EXTERIOR MONO -FOOTING 2 EXTERIOR MONO -FOOTING 0 M BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WI 4" 0/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL SCALE' 3/4"=1'-0" 2"CAPPED GALVANIZED PIPE WIFLANGE @ BASE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 301, #6 36" #7 42" SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS ...e I. SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL WIPLAN /BLOCKG TO RY NAIL D.L. QUIRED WHEN NO UPLIFT IS PRESENT'. -SEE SLAB SCHEDULE l(i GARAGE SCALE:3/4"=1'-0" w Lli I � NEW REINF. BAR O 0- SECURED W/2-PART Of Q I EPDXY. MIN, EMBED J Q 8' LINO Q Q FOLLOW ALL MANE SPECIFICATIONS FOR m USE AND = 00 PREPARATION OF (D v — HOLE. Z W J 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=T-I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I 8" CMU TOP OF -SEE SLAB SCHEDULE z ' TOP OF SLAB d° d °ASEE SOLATED COLUMN PAD ENTERED UNDER WALL AND 11 A. r i00 OURED MONOLITHICALLY WITH ° b - OUNDATION AND SLAB ULE SEE SCHEDULE "i FOR WxD, BA SIZE FOR WxD, BAR SIZE AND BAR QUAN TY D BAR QUANTITY MBINED EXTERIO MONO- 9 INT IOR FOUNDATION OD WALL OOTING AND COL. P SCALE: 3/4"=1'-0" (NO LIFT) SCA 30" MIN. EACH WAY MONOLITHIC FOOTING P sv •P . CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH $ ° WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS . v v 'I" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL J 1 r. oun_4, 11 P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON (NAIL 2-ROWS, 4" O/C BTM.VERIFY HEIGHT !LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEEP S FOR H�l1R� . PLATE TO SLAB W! SPACING. SINGLE BT PLATE 1/ "x DGEANCHOR W/2" TO BE PT. PROVIDE DBL. OR R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16, OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL i HOLES, DO NOT USE 10d W x 3" K SEE SLAB, SCHEDULE a +- 0 0" TOP OF SLAB ° . e e e ''... u "4. ° a EQ. EQ. SEE SCH ULE FOR WXD. BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=1'-0„ (W/ UPLIFT) POURED LINTEL CONT. (TYP.) 'o,. 8" CMU FILLED CELL (TYP.) 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"=1'-0" ad Lu J J � W W W = c U RECESS AROUND GARAGE rA DOOR OPENING _ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, N' 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 SCALE: 314"=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 N RY SET EV: d a 4. ° ay -tea.. -mod. .a d _> e . 4! 4% EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE 3/4"=l'-9' (NO UPLIFT) IDµwiew.d � U sc En�nw'b+0 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 8UDDIV. 8e LOT• CREEKSIDE PHASE' 2 t LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB 1828-CALI" GARAGE S WING: RIGHT PAGE: vj la i DETAILS I i 160 MPH E ARCHITECT STATE OF FLORIDA ' - - 1 MAY 2 2 2020 t "MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 05 19 20 k SCALE:1/4"=1'-0" SHEET A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM ° d a a d Z a a. .4 'i _ cV d 4 .a d d J 1 d a. a_ tY Q m ' 00 d IOId.� AF3 'a a d ° a d� 4.a ° 4A HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"-l'-0" VARIES PER ELEV- CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a- SPACING REQUIREMENTS aw m O � J �+ CL co Z 8" CMU WALL 0 cl) . - a a ° ° SEE SLAB SCHEDULE EXT. PORCH SLAB d ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z a MATCH STEEL REINFORCEMENT 6" PVC CHASE CN PER SCHEDULE THRU FOOTING —SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY + u. u.. TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 301, #6 361, #7 42" • e a d. ° Z 4 a W a 4. >O.°__ . 9 a M a. 4 ° d PVC CHASE 4 THRU FOOTING SCALE: 3!4"=1'-0" u. u.. TOP OF SLAB 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS 1 _0, • o CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS l SCALE: 3/4"=l'-0" geviewed for Cove CanMlary e ®Universal En so err' a 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Fri w U W O F 0. U 4 F A ti a CA SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT# 04321.200 048R1 MODEL: 4EBB "1828—CALI" QARAGE SWIM;: RIGHT PAGE: DETAILS 160 MPH EXP C ARCHrrECT STATE OF FLORIDA M.AY 2 2 4u'7 MICHAEL C. ANDERSON AR NO 17305 J r"iX ` DATE: 05 19 20 1 SCA11E: 1/411=1'-011 1 SHEET S1. 2 ��U�� h��l�� /vv/—xnxn//��/�^°,v�~�� 1'U.N.U.ALL STRAPS FOR ROOF TRUSSES TOBE CONCRETETOVVOODRDOF:S|k�PS/JNHET&16N0(9)1Odx1112'HD��NAJLS. � ^ CONCRETE T[)WOOD FLOOR: � S|yWPSONLTA2VV/(8)1Odx1 1/2"HOGNAILS, WOOD T(J : � SUNPS0NH10AORLGT2N0l0dx1 1/2' HDGNAILS, FILL ALL HOLES, � 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE. ` 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL 8EPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG^O1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METALCONNECTOR3 . ARE TOBEGALVANIZED. � 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED nNCAST'CRETE. CONNECTERS ARE TOBEGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONC83T4CRETE CONCRETE LINTELS, G.BOTTOM OFLINTELS ARE TOBEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 7.LINTELS SHALL HAVE 4"NOMINAL BEARING (4/'). � 8.THE TRUSS FRAMING SHOWN |SSCHEMATIC |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 ENGINEERS REV|EVVAND APPROVAL 9.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS OFROOF TRUSSES � SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF.POWDER ACCTUATED FASTENER, ZF72P8S3G'.177`'°x27/8"LONG, WITH WASHER @16"(}.C. 10.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END 11.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON � RATIONAL ANALYSIS. 12.ALL ELEVATIONS ARE REFERENCED FROM [Y-0y,FINISH FLOOR. UNLESS NOTED OTHERWISE. ' V%%�6' C. 0`* LIFT BEAM PLAN. Reviewed tor Code Cmphance Univemal Engineering ID sca"WAS 05/19/20 SHEET 2194 HWY AIA, SPITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 aTJBDIV. & LOT: KSIDE PHASE2 LOT #48 PROJECT# 04321.200/048R1 7'momm 4EB "1828-CALl 'IGARAGE SWING}: 1� RICH SAGE: A k: DETAI S MPH Flyp fPRJLKT 05/19/20 DATE: Vhi SCALE: SHEET S 2. 1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HIDG 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 1 112" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON'THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS 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: 1 ROOF GIRDERS V47 UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECT URAL 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 I RUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS TRUSSES-W/2X4 BOTTOM I I BOTTOM CHORD CHORD Will 2X4 SCAB NAILE D TO DIAGONAL. END JACK TRUSS BOTTOMIIL/�(\yll BRACING/BOTTOM CHORD W/MIN () 1.Od CHORD BRACING IRE APPLICABLE NAILS FOR EAC CHORD CONNE TION :\ DISSIMILAR BOTTOM:I CHORD BRACING @ END —— — ----- — FOR EACH CHORD CONNECTION T)TSSTMTT,AR BOTTOM CHORD BRACING @ MID RUN Gx a_ a 7-4- CAA ° 11 EA 11 CAA 4 lA I OT D3C31 1A 1 i I I .7 D2 I — _ D1 k CONNECTOR SCHEDULE CONTROL DATE', 01/27/2020 MiTek USP SIMPSON MiTek USP SIMPSON DES. GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 META-16 1450 (8)10d X 11/2"1 PLY, (7) 16d 2-PLY, EMBED 4' (8) Tod � 11/2" 1-PLY (6) l6d 2-PLY, EMBED 4' (2) HTA I6-18 (2) META-16 1985 (12)10d x 11/2" 1-PLY, EMBED 4" (10) to x 1112"1 PLY EMBED 4" HTA 16 R7430 HETA-16 1810 (10)10d X 11/2", (8) I6d 2-PLY, EMBED 4" (9)10d 11/1". 1-PLY, (8)16d 2-PLY,EMBED 4" HTA 20 HETA -20 1810 (10)10d x 11/2"; (8)16d 2-PLY, EMBED 4" - (9)10d 11/2' 1-PLY, (8)16d 2.PLV, EMBED 4" (2) HTA-20 (2) HETA 20 2035 (12110d x 11/2", 1-PLY, EMBED 4" 110) 10 x 1112"1-PLY, EMBED 4" 2500 (10)16d 2-PLY, EMBED 4" (12) 16 2-PLY, EMBED 4" LUGT-2 LGT-2 1895 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) 1/4 x 2 1J4' TITEN WOOB (16)16d LUGT-3 3380 LGT3-SD52.5 3480 CONC (4)3/8"XS Wedge -Bolt+ Anchors,. WOOD (12) WSZ5 (12)SO 1/4x3' TO GIRUER, (413/8 x4 TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (161-10d x 11/2 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) l d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGTIS+ 3945 MGT+ 3965 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD) '.. (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (221 10dTO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d; MASONRY (2) 3/4"A.T.R (2)3/4 ATR IN HIGH 57RENGTH EPDXY (MIN. 12" EMBEDI,(16) lOdTO WOOD H UGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4"A.T.R (2)3/4 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) ICd TO WOOD LP1A 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (101 Lod 1112" (10)10 x11/2. A1UGT15 3945 VGT '4940 (1).5/8"A.T. R. IN HIGH STRENGTH EPDXY (MIN. 12"EMBED).(4)10d TOP((6)10d FACE/(12) 10d BACK OF TRUSS (1)5/8 A.T.R.IN HIGH STRENGTH EPDXY (MIN 12" EMBED), (16) SOS 1/4"x3" HUGT 9575 1 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d (2) 5/8 ATR. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 965 MTS-12 990 (1410d x 11/2", (14)10d. (14) 10 X 11/2' HTW 16 1355 HTS-16 BID (16) 10d X 1112", (16) IDd (I6{ 10 X 11/2' HTW 20 1355 HTS-20 1310 (24)10d X 11/2", (20) 10d (24)10 X 11/2". HTW 24 1355 HTS-24 1310 (24)10d X 11/2", (20)10d (24)10 x 1'L/2" LSTA 12 ++ 930 LSTA 12 ++ 925 (10) 10d (10)10 LSTA 18++ 1235 LSTA-19++ 1235 (14)10d (14)1C MSTA-18« 1310 MSTA-18 ++ 1315 (14)10d (14)10 MSTA-24++ 1640 MSTA-24++ 1640 (18) IDd (1B)1D MSTA 30++ 2065 MSTA-30++ 2050 (22) IDd (22) 10 MSTA36++.. 2065 MSTA-36« 2050 (26)10d (26)10 KST1236 2765 MSfI-36 3800 (36110d X 11/2' (36)10 X1112' KTSI248 SIBS MSTI-48 5070 (48)10d %11/2' (48)10 X 11/2' LFTA6 98D H6 1055 (16) Rd x 11/2", (16) RRR (8) 8d PLATES, (8) Ed TO STUDS SPT4 875 SP4 825 (6)10d TO STUDS (6)10d TO PLATE (5) 10d x 11/2" TO STUDS. M P34 525 IN F1 @ 160% A34 430 (4) Ed x 11/2" TO BEAM, (4) 8d x 11/2 70 POSL. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2 TO POST. HHCP2 680 HCP2 "1 (10)10dx 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12)10 X11/2" RT16A 1020 H10A 1040 (9) 10d x 1 LIT' TO TRU&S, (8)10d X 11/2" TO PLATE (18) 10 X 11/2' MUGT15&.PHD4A 4175 VGT&HDU4 4940 (28)10d TO TRUSS,(10) WS3 WOOD SCREWSTO POST W/5/8"THREADED ROD (16)-SD 1/4"x3"70 WOOD, 110)-SD51/4"x21/2"W/THREADED ROD (2)NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT&HD7B A940 O POST W 5 8" THREADED ROD (26)lOd TO TRUSS, (10) WS3 WOOD SCREWS TO / / 16 -SD 1 ) STUD BOLTS W THREAD D D 2 NUTS ASHER 2PLY 1 4 x3" TO WOOD(3)-3/4'/ E ft0 /W / / � , I I PAU44 2535 6775 ABU 442 2300 1 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPO%Y,(MIN.7" EMBED) IN CONC., (12) 16d TO WOOD (1)5/8 ATR IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (12{I6d TO WOOD PAU56 2455 16005 ABU 66Z 2190 1 18205 11)5/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC.,(12)16d TO WOOD (IT 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC.,(12)16d TO WOOD LTS19 +++ 1205 LTT19 +++ 1310 1 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC, 18)10d TO WOOD (1) 3/4'I A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(8)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1300 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC,(10)lod x 1-1/2 TO WOOD (1)1/2 F1'LR. IN HIGH STRENGTH EPDXY, (FAT N.7" EM BED.) IN CONC., (10) 10d TO WOOD HTT45 4160 HTT4 4455 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONC, (18)16d X 21/2" (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC (26). 16d X 21/2' H7T45 5005 HTiS 5090 (1W/S'A.T.R.JNHIGH STRENGTH EPDXY (MIN:]"EMBED) IN CONC,(26)16d%21/2" (1) 5/8' H EPDXYIN CONC, (26)16d X21/2" A.I.R. IN HIGH STRENGTH EPDXY (MIN. 7" UPHDll+ 14395 HHD HHDQ11-SOS 11910 �• (1)1 A.T.R. IN HIGH STRENGTH EPDXY,(MIN. 10 EMBED) IN CONC., WS3 WOOD SCREWS (1)1 " MIN. 10"EMBED,) iR. IN ,1EMBED.)IN CONC., (24) SL15 Y." x 2W' WOOD SCREWS H STRENGTH PHDSA 6525 HD7B 6645 (I) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) IN CONC (14) WS3 WOOD SCREWS (1) 7/8 A.B. JN HIGH STRENGTH EPDXY, (MIN 7" EMBED.) IN CONC (3) 3/4" STUD BOLTSTO WOOD EMBED) IN CONIC. (3) 7/8" STUD BOLTS70 WOOD STRENGTH6' I TDX& 7870 NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5830 (1)1/2'f" J-BOLT W MINS EMBED & NOT ETHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR OCT W/MIN S"EMBED INSTALLED IN FACE. (14)10d'AT1015T (1) 8/4 EPDXY, A.T.R. IN HIGH STRENGTH EPDXY (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH (MIN. 6.75 EMBEDMENT) IN C.M.U. FACE,(13) 10d TO@EAM HU54121F 3615 2710(100%) HUSC412 (WOOD) 3435 2B35;(100%) 322D1125%) (10)16d TO HEADER, {10)l6d TO WOOD I (10)16 d TO IT EAGER, (10)16d TO WOOD 3325 (125%) IT D4101F(CM U) 1950 3080. HUC410 (CMU) 1800 4500 (18)1/4"" .3 WS3 SCREWS, 110) 10d TO WOOD. USE (20)3/16"TAPPEFIT, (10)10B TO WOOD (18) 1/1 x23/4.TITEN(9 PER FLANGE) TO CM U(10110d TO WOOD ZJ 3 HD210-21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 9500. (18)'1/4 x3"" WS3 SCREWS, (10) I0d TO WOOD USE (20) 3/16"" TAPPER., (10) lOd TO WOOD ' (I8)1/ v 2 3(4' TITEN (9 PER FLANGE) TO CMU, (10) 10dTO WOOp HD210-31F (CMU) 2795 S015 HCM20 3 1800 4500 WaODQ USE (20 WS3 SCREWS,ITO,)(10) 10d TO WOOD (1811/ x 2-3/4" TITEN (9 PER FLANGE) TO CMU. (10) 10d TO WOOD . LGUM26-2 2125 6065 LGUM26-2-SD 1480 5595 (4)3/8"X4"Wedge Bolt+ Anchars, WOOD (4) WS3 WOOD SCREWS (4)3/8 x 4 lI TEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD _tom_ q CA CAII II Il PII FCJS = n u u n u —uIIuuCA NILTAW s _ _ �_--41-- _ 1 RAMING PLAN SCALE: 1/4" = l'-O" MrAllffii IDReviewed tar Code Compliance Universal ENgine�lM sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR 6EACH, FLORIDA 32937 PH: 321-802-3691 www.abdesigngro(jp.com AA #: 0003325 a to a 0 w F i� J.S. S. ac ]i t T. 7EKSIDE PHASE 2 LOT #48 PROJECT# 04}3�2�y1..200 048R1 1►iODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: i �1 y.- FRAMING PLAN ;aa 160 MPH EXP C „9 ARCHR'EOT- STATE OF FLORI[ ' t I pp�Y k� i} Fa rl MAY 2 2 2020 MICHAEL C. ANC 1F ,"".- P I%ET DATE: /` 05 10 20 SCALE: 1L SHEE`/T� 11JL, TI 3 " a-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 1" NAILS TO TRUSS z "ROOF/WALUFLOOR 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 Z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x'3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES @ 24" 0/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW ANDAPPROVAL 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 = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER SCALE:3/4"=V-0" CONNECTOR(S) CD4—NOT USED ENGINEERED WOOD TRUSSES— PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS'',FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #22' x 4". (9) 10d x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS. 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH J I/ 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) SIDS ` 4' x 2 Z" TO GIRDER B_0) SIMPSON FGTR GIRDER TIEDOWN WITH (2) z" x.5" TITEN HD TO CMU AND (18) SIDS4" x 1x2, 2x WOOD FASCIA GIRDER SEE ARCHITECTURAL /MAS0'sIRY C-(2) 2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) Z" x 5"TITEN HD TO CMU AND (18)SDS y" x 3" GALV. COMMON NAILS. BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED W/ 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE S HEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWA LE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWA LE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE:3,4"=,'-o" GIRDER CONNECTOR(S) 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4 TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2SYR DIAG. — 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'4" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2"-DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END- WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD STIFFBACK (AS PER O.C. MAX BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ MAY NOT BE (2) 10d's @ EACH TRUSS REQUIRED TO BE INSTALLED @ _10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES •.r SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR Zx4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C'MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. G BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 3/4"=l'-U" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4*D o , DIAMETER USED SO LONG AS THEY CONFORM TO THE Ko HOLEEFOLLOWING HOLE DIAMETTERER < 215*D SGL. STUD 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3 OF SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO CONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE 4 < 3/5*13 DBL. STUD 9 NOT USED STUD NOTCHING 11 ALTERNATE MATERIALS Ftevlewed+aU SCALE: 3/4"= AND BORING LIMITS 1'-0" Comprl� NOTUSED glu�rde SG1e"ces $ SCALE: 1 112"=1 _0„ 10 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3a91 www.abdesigngroUp.com AA #: 0003325 CREEKSIDE PHASE i 2 LOT #48 ; lh PROJECT# rl 04321.200 048R1 MODEL• ':�� 4EBB "1828—CALI" GARAGE SWMG: l RIGHT j PAGE: r:^ D1 160 MPS ARCHrrECT STATE OF FLORIDA f %vvv MAY 2 2 20' ` IICHAEL C. AR NO 1730,5; PRINT DATE: 05/19/20 SCALE: 1/4"=V-0" 81-MET S 3. 1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES' AT FIRST TWO BAYS 4'4' O.C- (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHERS T IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 2' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 1 d's 8" O.C. MAX U r CONC.POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN — CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0"O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" ® ReviewoO mp G#N Cpn111�nw Fe Universal Enpawe" Sowncea SUHDIV. & LOT: CREEKSIIDE PHASE 2 LOT #48' PROJECT# 04321.200 048R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP C ARCHrrECT. STATE OF FLORIDA a - MAY 2 2 2020 MICHAEL C. ANDEI AR NO 17305 r�&Av a DATE: pcJ 19 20 SCAT :1/4"=1'-®"' SHEET S3a�� i (2) 2X4 No.2 SYP DIAL. - BRACE W/(3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3&4' (1)"X' BRACE 30'-l" 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. 1 x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE 11 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 SUB -BAN CONNECTION PER TRUSS MFG_ ENGINEERED WOOD TRUSSES @ 24" O/C. SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2X4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=1'-0" VTCR SPACING (1) AT EA A mn a,_nv r) PRE-ENGINEER`Ld VALLEY TRUSS CONNECTION Povwwed for Cod* Compllance Universal EnpvwMq 91 s�ar�s 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #48 PROJECT 04321.200 048R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT AGE: If DETAILS S` 30 MPH EXP C,.yF r ARCHrrECT STATE OF FLORIDA MICHAEL C. ANDEI L AR NO 17305 PRINT 05 19 20 DATE - SCALE: 1/4" =1' — 0" SHEET 3.IC A" GABLE -EtlD 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 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS ROOF/ WALL/ FLOOR SHEATHING AT6"O.C.AT INTERMEDIATE SUPPORTS. SEE D ETAI L FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREWSHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd 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.C. TOP & BOTTOM EDGES J Q� , ..... Z w O � �w `1 Z QU Z � J f Q Q z -O W Z CWO Z Z L (9 LL U Y U� Z z _. V J Q Q V 17 O Z Y Z LU z m U NU W ZZ WU�� ccS U N U U) O zco uJ O z Co a I . . . . . . . . . . . IL'1L TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS` ROOF SHEATHING 1 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS a� 6" O.C. IN FIELEr •HIHr OTT4RHNAFNTFnR RnnF: SiHF C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12"O: N FIELD GENERAL NOTES. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 34', WOOD' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6°%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON WOOD WALLS TOP PLATES & STUDS CAN BE SPF.. ARCHITECTURAL, MECHANICAL ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT -BEARING ARCHITE ON STRUCTURAL TURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN'' DRAWINGS. APPLICABLE. BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 319-14, BUILDING CODE REQUIREMENTS CRIPPLERS SILLS ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CONTINUOUS POLYETHYLENE VAPOR BARRIER MEM B PROVIDE 6-MIL CONT - - PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL BE ELASTICITY 1,40Q000 RETE OR COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES 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. POE OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, ! REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED E WITH ACI 3 'All DOT SHALL BE HOT DIPPED GALV FOR STRUCTURAL USES AVOID BUYING TREATED LUMBER THAT FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS EXCEPT ERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED 14 ACCORDANC 47, , ".RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. ALL DIME SIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWN S FOLLOW 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 VVORK.. ARE NOT PART OF. THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BESTRUCTURAL. 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 I. 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 TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH'. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, -DOWNS. WELDED WIRE MESH, .SHALL BE ASTM A185,.GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TRUSSES: TEMPORARY BRACING, GUYS OR TIE TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE ;WOOD SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CON TRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION 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 GALE 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 WOR 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: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTIOM,.AND 'TPINWCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW:. WOOD TRUSSES. 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS. SHALL BE AS FOLLOWS #4 BAR - 25" #6 BAR - 36". 10 psf BTM CHORD -non-concurrent 1 #5 BAR - 30" #7 BAR - 42". TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF I PROVIDE 36" x 36 CORNER BARS,. BOND BEAM ONLY;LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 psf TOP CHORD psf TOP CHORD psf wl ASPHALT SHINGLES) (10 psf No GYPCRETE) (7 (1 (7 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: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE T SIGNED AND SEALED D NG CONTRACTOR SHALL SUBMIT RA1M S FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf, WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED —1) MPH 3- SECOND GUST (ASCE 7 10 (FBC R2017) EXPOSURE C, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE:: DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFAGTURER IS RESPONSIBLE FOR FINAL LIVE LOA S. UNINHABITABLE ATTIC WITHOUT STORAGE: 10P sf UNINHABITABLE ATTIC WITH. LIMITED! I LAYOUT, SPANS &. ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 sf HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf BALCONIES EXTERIOR P P (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS STRUCTURALB BEARING AS CALLED OUT ON THESE SHALL BE NOTIFIED TO THE AFFECT THEE E PLANS SHA AND. DEC S 40psf, GUARDS AND HANDRAILS: 200Psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. - STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF. TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND AFULLY DIMENSIONED ERECTION VEHICLEGARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf LICENSED PROFESSIONAL ENGINEER. L MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REVIEW: SPECIFICATION MASONRY STRUCTURES(ACI 5301 ASCE 5lTMS 402, BUILDING CODE REQUIREMENTS FOR "SPECIFICATION " THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES)AS,. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE ONTRACT DOCUMENTS ONLY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LI HED BY THE STANDARDS JOINTCO COMMITTEE. .PUB S PROVIDED BY THE TRUSS ENGINEER. - COMPLIA CE 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. I UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM RUNNING BONDOF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ' DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON-TRACTDOCUMENTS)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 TR ENGTHOF. 30 0 0 PSI AT 28 DAYS UNLESS DOCUMETS ' WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIEDIN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" 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 FOOTING" WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE .MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL PROCTOR MAXIMUM DRY DENSITY, DETE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLID WITH GROUT ATALL CELLS TORECEIVE. EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN: THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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 EXPENSEAND AS DIRECTED BY THE ARCHITECT. WRITTEN. CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: P BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ' CONC ETE: 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 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35ksi. TUBE AND PIPE 2,5 D PSIREGULARWEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI: REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. - ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING./. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRET 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 CONCRET TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TONNE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON - COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" F OR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)', B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', - IT FOR #5 AND SMALLER "FOR #6AND LARGER . C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1 " FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS u I FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE. TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK IA" DIA. a TAPCON MASONRY B O/C 1 il2" EMBED., 4" END DIST, MASONRY / CONC NAIL 1 V2" LONG. 8" D/C TO MASONRYICONC NO WASHER FASTENER 1 112" EDGE DIST. SGo AL. EXT, DOORS CASE HARDENED COIL 91, DIG WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. WI EXPANSION BOLT 24' O/C 4" EMBED., 4" END DIST., ix PT, SEE NOTES NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/GONG TO MASONRY/GONG. WASHER EDGE DIST. 'WINDOW 9 O/C WINDOWIdooR1 FASTENED METAL STRAP TO �+ �+ /�+" CONTACT THIS ENGINEER FOR SPACING BUCK 1x PT, SEE NOTE CASE HARDENED COIL NAIL 1112"LONG STAGGERED INTO MA,ISONRY/CONC MASONRY/GONG REQUIREMENTS' (2) 3/16"DIA TAPCON 1 ill" EMBED 8" END. NON -BEARING WOOD i/2 EXPANSION 4" EMBED. 4" END BUCK 2x PVT, SEED NOTE 6 NO WASHER FASTNER. 18". O7C DIST:, 1 I12" EDGE DIST WALL TO CONC. SLAB WI WA SHER BOLT 24 O/C DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' RAF x 2 1/8" 9" O/C 4" END. DIST., 1 1/2" PTTO STEEL COL:. SEE W/ WASHER STAGGERED EDGE DIST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA - '4 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN - 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILED ABOVE ; 6. WINDOW AND DOOR BUCKS SHALL BE AS. WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND PAF TO THE ''� Io1 Ood� j 2x MEMBERS ARE SECURED W/ TAPCONS OR SUBSTRATE. - Fl4'11eJlednat106 --..4 2194 HWY A1A, SUITE 30'I. INDIAN HARBOUR BEACF FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 lom --mill tL+;" E m x I p, C3 1 z" ® L'3 kT w II trr .a q ri N I I n I) I 3f A r � i tx k7" r< ;F W ,I Erj la 3 T SATE: 05/19/20 SCALE: 1/4"=V-0" f SHEET MIN g yp i i ..,.:.,.: 5� a'ytfldlli•i9c3dr?F° fliiil'1ai @%}1.7t�@'i„}` i T?�f€$@t`t.#kf4dk°tYk.%4iq @SCWi41Gi A-PPO'3Y;At,AM'UON @glad f cs";gta1..2 Rfa � 3?a.a1r'?L��#: ��srix: drxn , i € E gg , "l:Za.t g3.1 € €e33 4,+'3£Rf2 a2,t3 �i,H Window i d ` s ! 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Y @'.; �ei6ip(,Qj .. a galaians>sat: (zinc contxd) toollisp n4,05, U. ix 12 gask e, vartfa �kt @e,Ast V'R" dlar. f he:aCK, l0rg enough Us tYMOtrBlE thtxaugh pilyAA XI or 3/4" into ttse 4 mils per odrvle Placed 6 #'M" aWvn thi, #.suet a``d em approx. 1" fsnd 13" fmna eath end9 and 1 h, i ' f 0t8ta�bn*e NIAIlb5ne each cutout, flow nails, ewr i ht to that a. 'l lra d' f!' 'h f# #u )s3& f $�7) NIA i2Jg1i2:y2t`l € SING APPROVAL) � trdterl;ayn er t � �€ #rat it 2U r teraxeb i l ? ' 5rf9,fi<'@2.£'s � Off li€die OFP-RIDGE VENT W TH Ver`€ #RAFfEf: 3 Rant Lent ;1€ f21 3Ei-€7 i )attu€nate�) f d r:?di€riCanL' 1'aile$S 12,,'37.,` a€t1f1 € .,rsa fl'astr tY° spae ur T pMr,�5yTy s #trtcane Panels i `�` t7' S173£r di rYidNt:, t ........... .... .......... I.Omanaco er A.Is ws t, A nQ d.'UttBn� d , lB3'ft4 slafr?gfe srrFfa�@, i fallam€ Dot#E a sRss dl eau bt at}rt ns#stant tint cogs aril 1 , 3Tt.,f ` <a nEs€at tire N A xf atakWass#s ,apaded is`af3.C. at a€9 hips and tfTm*e skaggard unwu fastened 12" O C in #he? N/A #3eld, .Po, tfw vent Hange fterrwh homer, ors 13'sEt�le. art' m,,-d scup c tr; c ninic Apply A,;1'V`'.s 'D 4UR ow ASTM D 340 •ype l Mf#ng; £emenytrsastf£ to tie underside of the vent ?flange at both the in5ft#e and wiside P erlmeter and to aczzrtbnoo. ly sumrwr f and iiral ;the? flange, 5#lede the top and Side f€angel of the vent ur: 3er eat' the s€ tstg tes Ync alls asa then hotto A, fiaoge to l#e On top of tiv ,,Nngles• A t at h e,.o vent Mt€ -. t alvanivW d r stainless steel roafingf naffs having a ,,;:an 11 gtaa drank ,min 3.rR" diafretes h"d and >;$&Gciemt length to penmtrate it".':mTt'6gfl, the sheaths+:g fr'if�R s#rank mast$ shai@ heu-".d in i. a r " a the tL l{a1, r+r2<9le ehall t� l+srated IN fresnn the eke of the florYge and i!')Q,t< altarg a€€ e N/A .four sales of the w rrt.. AN exposed fasteners shall he see€ed with roofing NA N/A ieennentprnaatic, all ioa,Sened shingfe4 shaf€ foe aedheared d;)wn %Wth roof f:eis,en€;'ataaSFSE:.ltc±fe:raozlr3rftail vR ALL it•1'AAA0aCWrsarxsrs1tallasfc>trarssiFract€curs AOR is not tespanAble for Errms„funs-lrrrs ar rnterpistatlons of ti is Inssallation :iklethoe. jApg#y tdr. aflrYp 1Zaalsz'•rtt an af# steam im9:lc@e the Ronf Coilar ,apply Rm—flP.K �'iealam 3alonv ail 4) mdea of the bottom of the Vent.F'rashing, €n:.tal# in ldreation kmder l ;i,+farr' ,#dos to roof aria€fc. rasfltn "e Frig to its t€ ing lasing 1 1)4" Riv.g rjvn3t 'Fasten ga5t FW;1g P loos:(t) na3l ea rrir'ne 49,1" from, edge, Faswn Q:acn ."i#eae of •tUake IFlavice Qa injg a-@ ts>a'ries ! lRcKi nominal 5" Wirt arrd 1" from edge;.. Fits€eri Ti>V and: r gotta n "ing ig) noels spaced a rrornimal V' apart end# I" from€, edge fw a vital of 22 N/A ;iuits. Seal all warns and rt,Ali hea& and sh ngiee, Refer to and #callmvAL WA rypA #dtan�E+#aCP}jf@rd imtallittion }nx$AraLia}aes. AOR is not fe.4jkl, €.$€l'if+H fl r irYW'ArS. (trTi e'a Fa`R, e'R •.sYr Intewpr?mbon°i of this' lPstallatmgl Method, AOR Ik viiA te. fp N15 €ale for .arrR , eBrt:53ft'sria or misinter tafloos oft#Yi$ ln°siafliAMCs*3 Nieftm. r is 'arffomt lfits t lvCaem WA aR 2,4161 # z lid ?S„2Q stainte'ss sleef or ELCO Pena:lrxs<Ytewith minim urn e:wbedlnlent @ 1 3/4 t>^. Hurricane stunn i�GN?ca2''tL' f mfas nary, 2 1/2" Min, odgp di5tsan—ce, 12' O/C: ix, spacing, Can be herded m 24 taAdaE pelnL"t lkfrC, N/A Strew of aR t€•road htdt �roafi wing, nteNa ,. id A ¢ I r .. E3 - . O P.S,f, ----------------- ..«. c ...,_ ----------------- ;1;r4 x 20 starn$e5s steel or EICO Panelrnate With n?cn@mauna enrt*dirraent @ T 1rfa`er . CAGEHuff€ewe 1'torr8t i A £EitDa;3'ete' Irn.,, a irye a 1/2" mars, edge ds•.tw l:.t;e, 12� oft Max, soacing,. Can be he lde.d i panel MFG, 3sfrow or :All thread but with` db'dng rat 4, Ri.7�AE �t '?' or �uY f.40• r ..:_„ „ .„ e. ,.,.,,.,,.:_, _._,_, ®C Plane *Wail pt'.r'nanufa.:ttir'era ecC inane raae d d'equfre€nP_ntr. lJni areal Enginewft %Yall :+taead ing W.A 8c encae l = r •� �a'a ra .... ......... .......... 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8€f2,3 91 www.abdesigngroup.com AA #: 0003325 COUTNTY PROJECT# upi=4 EXPRESS SHINGLE GARAGE SWING: r� MPH E k' !. 4 'A MAY 2 2 2020 (=AFL�l F'T ar'rl! DATE: Uf 7 :SHEET lk 1