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HomeMy WebLinkAboutBuilding Planss 5 0 1 t b r b , f 1430 C`LJh.VBR C)RIVE NE, PALM BAY, FL 32907 „ Tel= (321) 733-7092 Fax: (321) 733-7972 n STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS d A v CERTIFIED BUILDING CONTRACTOR:-FLORIDA BUII.DING CODE,'RE3IDENTIAL, ABV ABOVE LAV LAVATORY DATE DESCRIPTION INDEX OF DRAWINGS DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 ' TEL: (321) 733-709n � FAX: (321) 733-7972 - rrH $DAL (020) -�77 Ynna7 �1in e11��mL7 AM LOCAL LWBL ILL�L STATE -OCCUPANCY -CONSTRUCTION TYPE -MIN. INTERIOR FINISH -BASIC WIND SPEED -EXPosURE -1-STORY RESIDENCE -2-STORY RESIDENCE ��7�7ad Liia7 -RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH - - - MAX. HEIGHT AS PER LOCAL' AND STATE CODES AC ALL ASIP ANIP. BD. CI. CAB. CLG. CLR. CON('. CPT D DBL DG DIM DIM. DISP. DP. DR. D S, DTI. D W EA ELEV. EQ. EXH. FAT. FTX. G, F c. FIN ADJUSTAI1GNIN(_r ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER FINE CABINET CEILING CLEAR CONCRETE CARPLT MICTIIr DRY DOUBLE DI ME ER DIAMETER DIMENSION DISPOSAL - DFFP DOOR DOWNSPOUT DETAIL DISHWASHER FACH '� ELEVATION EQUAL EXHAUST EXTERIOR FINED GLASS FFJFL CAfS FINISH M(1, MC'. MIN. MIN. M.T.METAL MID MIL N T S. O.C. PI. P.B. PH PiT PLYt, D. 1) y P T R R 1D. R 1.G. RTF. RM RC. 5.0 S_D' s H SET. SHTHG. SHIVR SIM. SL. SI CT LUMINOUS MANUFACTURERCABINET MANUFACTURER T[JRGR METAL M THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON TTGN PHDND PLATE PLYWOOD PAIR RISERPRESSURE TREATeu RISER RADIUS RETURN AIR GRILL. ° REFRIGERATOR ROOM R HGH OPENING SOLID CORE FAT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOR WT, SIMILAR SLIDING ST IDING 'I 01/26/18 CO'SISSUED ARCHITECTURAL SHEET 01/15/18 2011 F5C UFVATE PG CI —COVER SHEET PG GN- GENERAL NOTES PG Ai -FLOOR PLAN PG A2C-ELEVATION "C" PG E1—ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI -MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WAl —WALL ASSEMBLY PG WA2-WALL ASSEMBLY PG WA3—WALL ASSEMBLY PG WA4—NOT USED PG wA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS DETAILS DETAILS DETAILS 01n646 CD'S RE -ISSUED _ o2/21ns _ SIDING ELEVATIONS ADDED 03/26/18 — CD'SRE-ISSUED 0411SAS - FOOTING REVISION PER M. EOWES 06mns cD'SRE-ISSUED: 02/19/15 __ _ ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 0312Sn9 REVISED LINTEL SITE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ' MICHAEL C. ANDERSON, AR No. 17305 S Q� �r r �r 1' CALICb ►7 CAL 04/24/19 ADDED ADDITIONAL RECEPTACLE INGARAGE PER WILL 6ATSON (MELB.) 04R4/19 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE fMELBa LIVING IN& SQ. FT. 43fD SQL FT. ENTRY FT. 16 Va. LANAI 80 SQ. FL 06/12n9 ADDED 'EXTERIOR MONO DEEP•FOOTER' DETAIL 12/SLIA roRL) 06/21A9 ADDED LED LIGHTS a KITCHEN 4 EATH"PER MARK EOWES 01n9/19 - ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 00/11/19 — ELEVATION 'G' SIDING BLE ROOF -ADDED LOUVER B GA 10/25/19 _ ADDED OPT. 5'-0' CEILING HEIGHT'S �— DESCRIPTION TOTAL 2442 SQ. FT. C _ASS __-- SIGN GROUP, LLC FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 2194 HWY AlA, SUITE 301 FLUOR. FLUORESCENT SwSSHEARWALL _ INDIAN HARBOUR BEACH FL 32937 e A/C VOLUME 16477b CU. FT, FR. DR. FRENCH DOOR SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS f k FTG. FOOTING TEMP. TEMPERED GLASS Tel: (321) 802-3591 6A GAUGE, THK. THICK 04/09nO OK. S'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER — m GAR. DisP GARBAGE DI LT CO I. ' T.O.C.. TOP OF PLAT 04/09/20 OPT. V-0' CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCHWAY a GF.I. GROUND-FAaIJLT CERCUIT TQ.?. TOP OF PLATE INTFRRUPTER ° T.O.S. TOP OF SLAB 05/06/20 ADDED ELEVATIONSL' '4 'M' (ORL) GL. GLASS TYP. TYPICAL STRUCTURAL SHEET DESCRIPTION GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) H.B. HOSE BMI3 OTHERWISE H.C. HOLLOW CORE V P. VAPOR PROOF 01/01/21 2020 FEC UPDATE i PG Sl —FOUNDATION PLAN DRAWING CONTRACT DOCUMENT HDR HEADER W. WASHER --- - PG S1.1A—DETAILS REVIEW BY BUILDER HGT. ORHE HEIGHT `>v'' WOH PG 51:2—DOWEL PLAN 1NSUL, 1NSULATTON WD. WOOD INT. INTERIOR WDw, WINDOW PG S1.2A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WH WATER HEATER PG S2—LIFT BEAM PLAN AND NOTES W.I. ' " WROUGHTIRON - PG S2.1A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS - PG S2.2A—SAFE LOAD TABLE DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND _ PG S3—FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1A—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.113—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE -- _.- PG S3.1C—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG SNl—DETAILS 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 Reviewed for Code RESPONSIBILITY FOR INTERPRETATIONS OF oompiiance Universal Engineering CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE Sciences BEEN GENERATED FOR UNCLEAR ASPECTS OF THE _ — ONSTRUCTION BASED ON THE DRAWING SET. W 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sLTHDiV. ae LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO V305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET CI m GENERAL NOTES SffE RK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THEE FLORIDA BUILDING CODE RESIC NTIAL (FBCR) 1.< REFER T0°THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN; FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. ; NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE. ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND. SUBCONTRACTOR SHALL VERIFY AL4 DIMENSIONS PRIOR TO VVORK a E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND a 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE N DISTANCE FROM THE NEAREST EDGE' OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION,STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR CONT)ACT DOCUMENTS TO THE ATT! ENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK 4 5 ALL BACKFILL AT STRUCTURES; SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION I THE NOR o AND COMPACT TO 95 /a MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. s BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. , 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE• FOR THE SAFETY AND CONSTRUCTION PROCEDURES, T CHN,IQUES, 6. COMPACTION BY FLOODING OR'JETTING IS STRICTLY PROHIBITED. ' OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQ IRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. - . � a 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) i I 6. , THE STRUCTURAL DESIGN iS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CO TRACTOR 16. a MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. A SHALL SOLELY'BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING i 8•� EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING ' 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSdDERED TYPICAL FOR ALL SIMILAR CONDITIONS. a REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. b 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/T AMAFLEX. 8. THE CONTRACTOR SHALL MAKE `NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITEC /ENGINE€R. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A F LOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL SHALLS FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS STACCKK SHALL P PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS { 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 1. GARAGE DOOR g BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 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 FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES; C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER a � BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION p(IFRpR WALL COVERINGS 2. AS PER SECTION 9302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE , 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND C ADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2 2 AS MODIFIED BY FBCR 4 SOLID WOOD`DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB. CORE STEEL DOORS N T LESS THAN ' BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE T EATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES • TREATMENT IS IN ACCORDANCE WITH RUNES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR RNWHES 9 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES:" 1. WHEN PLASTERING WITH CEMENT; PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS F A MINIMUM N0.26 GAGE 0.46 MM SHEET STEEL 1 MI DWELLING FROM�THE GARAGE SHALL BE CONSTRUCTED0 U ( ) RIGID G APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO'THE � s THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. $ 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-Cg26-18b, ASTM-Cl063-19a & ASTM-Cl787: 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC ARE BY NOT ° 3. LATH & ACCESORIES PER ASTM-C-1063-19a & LI A R703.7t ALL STUCCO AP P C TION DETAILS; INCLUDING BUT NOT LIMITED T0: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHAL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQ IVALENT. 1" FLASHING ` HORIZONTAL LATH AND PAPER DETAIL S WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP, SCREED DETAILS " ' - CONDUIT PENETRATION DETAILS x CASING BEAD DETAILS DRIP EDGE DETAILS s - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS, WINDOW FLASHING DETAILS 4. SHALL BEINSTALLED PER ASTM-C1063 -19a AND R703.7. FOE REMANT CONSTRUCTION UNDER STAIR PROTECTION: k 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEELINGS ; 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING 4 MEMBERS. THE 1/✓9 .GOLD BOND 0 D BRAND EXTERIOR SOFFIT B OARD 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 B SERVICES UC 0N O SERVATI N• 0 S ICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB D SIN R P' E G G OU S e SERVICES FOR THIS PROJECT: e IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OFTHE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. " e r Reviewed for Code Compliance Universal Engineerir Sciences CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngrou p. co nn AA #: 0003325 mwmmmor A I W�4N 4 to I IN w L AIa I J a \ � �• a �a ry � �a tq ez k R I' ��UHDIV. 8c LOT: - CREEKSIDE I PHASE 2 _ LOT #96 ROJECT# { 04321.200/096R1 ODEL: R 4EBB "1828-CALI" 'I jkRAGE SWING: RIGHT I . ' AGE: m a GENERAL Ew NOTES 1.60 MPH EXP. C ;I STATE, OF FLORIDA I I a MAR 0 5 2021 MICHAEL C. ANDERSON a°_ AR NO 17305 DATE: // "03 01 21 DATE: SCALE: 1/4"=1'-0" `""MEET a I GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITI LOAD CMPH) EFFECTS" CATAGORYr DEPTHb NA 160 C NA NEGLIGABLE I NA I VERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILINGS FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302'3.I THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN p UINTER ICE BARRIER )ESIGN UNDERTLAYMENT TEMP- ' REQUIRED" 42 NA ®, AIR FREEZING INDEX' MEAN ANUAL TEMP! EY NA' NA ACCORDANCE WITH SECTION F$C R302.10.1 THROUGH MC R302.105 ' a 4 ,j, ad 1. .L 10'-4 1 ID'-fd" a 1 16'-0° 3'-4" g COVER® 4 1 1 \l S LANAI : 1 W-81 CLCs I li(2) 3052-SH,' ¢ COWOMW AND a:ADDNG WIND LOADS s❑ (2) 3m52-SH ®6m68 SGD. s❑ EGRESS BASIC MIIDEJOOSUIiEFOR 9SECOND GU6IS E1--- o o M '< AND TYPE OPENINGS SQUARE ZONE 160 MPH WIND MdD REMARKS l E FOOTAGE R GA64EROOFS MIN. WINDOW I.F S 0 10, 1,q CRITERIA lm 5 34/-45 r .I EXTEOR WING . tiY� ' G,ADR. MN' CRITERIA .:.,..18 'a �a LIVING u DINING S.G.D. MIN. 41 5 - I ROOM = - ..a..,.y.. ° �.......,CRITERIA � + gip • o i $ w Sm�m O.H.D. 8 -8 cLG 8 800 BED ROOM#1 �, ^� �3 aaE 12'xl2' SOFFIt I 5 373/-49.9.E .- 7 , 1 i r 2X8 I` ^ t 1 BASIC WIND SPEED MPH = 160 ' Vult GABLE ROOFS 411 k3 $. t I�� Irl/ 3L`e?,k1' ( ) 0 I INTERNAL PRESSURE COEFFICENT f 0.18 BLDG.i_n — ni_n 4 4 6 6" aI'-10' 4 -S S 0 a = i I, r s �� ,EH.9 mil,, 1 zlep,� , �, CAT. —II, EXP.=C, MEAN ROOF HT. '11 -3 .I f6u Sri :ETI E,„�... . .. � 3 PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. + NHT AND CLii)iSiN PRESSUREN> (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE -0 4� IR-1H — WG• OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 0VOV2I © ° --- --El — — — -- ---G' j a �R8 BATH#1 _... b36 V. 1 ' W LC. ' W-W CLG NOTE: �I 8'-S' CL� .� 1 ® e SOFFIT INSTALLATION IS TO BE PER -1 .-I-- --- --F�— r � 1 Q V. 36'xl6m MANUFACTURER'S SPECIFICATIONS v i pPfiii `^ • 1 ,t' ryv WHWRG AN THAT ARE TO BE PROVIDED BY ' THE pip,D L j32 -g b24 51NK BUILDER WITH PRODUCT APPROVAL011 1 _ ab36 . AND NOA ' SUBMITTALS. AI e'-8' cLG LAUNDRY"----„ _ I i r-ilii NI --- u 2.8 i lo_�dd n ' I 1R-1SH `1 n Kill CLCs i 1�-� i i IX i v o 0 PAN. RANGE b36 B 6' `� _=_* 2 -4' 6'_0" AI 0 r CLG. D i �p ii I ?•�4 O— -- �� i O`— V Alzc ` ----y B®ROOM #4 / DENV. Q ; = Nlr, o N tt a IK I F NV) -1 11-011 111_011. 2-all ' �� 3'=6° -4" 4zo" O I° 8° B fi� '� 0 w r jj Al BEDROOM#3 T. 3'-4" -S" 3'—S' e e _I 9 Ncq ® u 4 I I 1 ATTIC I OND [LAV.1 B 1I L ACCESS U ?IU a AI 1 IQ m BOLLARD n cn �- BATH #2 •8 f I I AS REQ. W-8' CLG. I I 1 PER BLDG. CODE '�•�' _e c. GARAGE 0' 2 _4 V 8'-8' 'LG. ba a: , IOC BEDROOM #2 • 0 3068 W/ 36'X12' a N �1? INS. 0 51/2" 3'-5 1/2 1 8'-8, GLG ® C2 E RSSH 11K - T — — — — — — — — — — — — — — — — 1 OA ,, n 14'-0 4'-4" 4 : s e 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' C35 MM? IN THICKNESS, SOLID OR HONEYCOMB -GORE Sl DOORS NOT LESS THAN 1 3/8' (35 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 SUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN.INSULATION , R VALUE OF R-13. " -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS,ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE+TOLERANCES. -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 ° ■ow - �■m® ■©�®� m3m ■um �O0 wom - 0� ° t PC EXTERIOR MASONRY Is WALL BRCS. HEIGHTS i SQ.FT. CALC. S LIVING GARAGE ENTRY, LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A(C VOLUME 164i ib GU. Ft. O° iL M DIM. VARIES r u R ARCH DTL. , . - D15L. 1 ,I TOP PLATE j B it m BAR DETAIL AReviewed for Code Compliance Universal Engineering Sciences d r U331DIV. 8e LO`� I CREEKSIDE PHASE 2 LOT #96 ROJECT' 04321.200 096RI a _MODEL: 9 4EBB J:t.AOE SWING - RIGHT PAGE: FLOOR PLAN 0 160 MPH EXP. 37ATE OF FLORIDAi MAR 0 5.,. AICHAEL C. ANDERSON AR NO 17305 PRrNT T, R� "E.: 03/01/21 ALLE:1/4"=1'-0' g SHEET AI k EQUAL EQUAL TO CONTROL JOINT` ,70 CONTROL JOINI SHINGLE ROOF e DECORATIVE FOAM DRAIN TILES e aJ a , EQUAL. EQUAL TO CONTROL J fN7�_- - TO CONTROL JOINT5LDG. HG7. 12 �� =1 4' FREIZE a a BAND RAISED c — . - 1 �■ ■■I o ICI hI ICI I -I . ��) ■■ Eli ICI III ICI I� '� ■ '��11Pgl•� I � � n ® III 01 l 0 U1I IIII If 2 R 81 43" 5RG. H4GT A e 0'-0" FIN. FLR_ tin 4 0'-0" FIN. A ' r OP?. COACH L ICxHT 0 12 < �6 ° �8'-8" SRG. k4GT. 1'-0" IkAy0 ag 0' ❑ I A TYP. I � , II CIA NOTE: UUALL FENESTRATION FLASHING AS PER F56R 103.4 x ` ]SEAR ELEVATION SCALE: 114 I'-0' TEXTURED FINISH OFF RIDGE VENT Ot-F RIDGE VENT 12 IE iA — Sa 8'-8" SRCs. HCzT' a --- - — - - '-----------oll ------------------------------ - A S'-S° BRCa.'HCsL -_ I I a 45 A v r , 0'-0" FIN. FLR. -- -- --- - a a 4 o — ----NI I _ _ _ ®-0 FIN: FLR. ------------ _ P a FIGHT ELEVATION SCALE. 114 = I'-0' TEXTURED FINISH OFF RIDGE -VENT OFF RIDGE VENT IFS N 6 AREA OF ATTIC', = 2450 SQ. FT. NET FREE VENTILATION AREA 12 REQUIRED 1/ 300 a 6 11E TT -m — I 4a v A I 0'-0"FIN. FLR. _ I I — — — ------ a a I 4 a " r N 4 _ - _ - _ ------ LEFT ELEVATION SCALE: 1/4 = V-0' TEXTURED FINISH « , ------------ _ 8'-S" 52Cx. HCsT. y 0'-0" FIN: FLR. g 9 pp 8�1 1 DECO. DTL. A SCALE: 1/2 = 1'-011 MODEL 1828-CALI-4EBB -0" FIN. FLR. REQUIRED VENTILATION AREA = ' 2450/300 = 8.17 SQ. FT. 8.17 - 1176 SQ. IN. ° o MI N. REQUIRED VENTILATION AX 1176 IN UPPER PORTION OFATTIC 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATIONAREA - 138 SQ. IN. PERVENT(netfree.area', TOTAL#OF VENTS REQUIRED _ 3:41 TOTAL#OF VENTS PROVIDED 4 FIN ITVENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) R FEETOFSOFFITREQUIRI 67.W a lmmlwg Reviewe. "rt:, Cer Univers 2194 H WY A1A, SUITE 30: INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www abdesigngroup.com AA # 0603325 d k I ' Y 3, CT DRDIV. & LOT d CREEKSIDE le. PHASE 2 p LOT #96 k q PROJECT# 04321.200/096R1 MODET. -P 4EBB "1828—CALI" GARAGE SWING:; I RIGHT r{ <x f� ELEVATION ��' 160 MPH EXP C . STATE OF FLONDA ppryppryY „ r; MAR 0 5 2021 iI',HAEL C. ANDERN , Ah AR NO 17305 a- *e.; 7. RINT DATE: 03 O1 21 SCALE: 1/4"-f-0" SHEET I° L 2 C ° 0 6 ELECTRICAL LEGEND SYM150L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE - IIOV OUTLET - JOV OUTLET 12 OF OUTLET WIRED , TO SWITCH GFI 110V OUTLET EOUIPED W/GRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. SWITCH _ 4-WAY OPER. WALL MOUNTED... J LIGHT yi CEILING LIGHT O { LED CLG LIGHT O VP .._ LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. ` VENT. FAN W/LIGHT 1 CFM PER Sd Fr. VANITY LIG+FT FIXTURE (SPEC'S TRIO BY BUILDER) RE W FOSREHT 2-BULB WRAP ® LIGHT AROUND (RECESSED) ® 4'X2' FLUOLIGHT LB WRAP ARORESCENT AROUND (SURFACE MINT-) 2' FLUORESCENT d' FLUORBCENT p II d 4' TRACK LIGHT m PANEL METER GATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE • 1' WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE GATT. EfAGG-UP W/ ® S/GO CARBON MONOXIDE SMOKE DETECTOR HARDWIRE a INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT {` NATURAL GAS OUTLET TELEPHONE JACK W- WI-IDISCONNECT WATER HEATER IGNITION SOUR= TO BE ELEVATED AIR CONDITIONING A/G DISCONNECT SEE AHNd ONUNA. THIS SHEET TELEVISION JACK CEILMG BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX ,. MARKED AS SUCH FOR INSP CTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•4 24' INCANDESCENT LIGHT STRIP nA^ n�nn 36' INCANDESCENT LIGHT STRIP nnnnnnnn � 48'INCANDESGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PIL PUSH-BUTTON FOR C 4IM178 J U85 F'OR'I' r • LOCATION OF TV JACKS 4 PHONE OUTLETS a FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F�G� -ITH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR ITH EDITION (2020). • 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 FBCIR -ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER ANI'L '1526 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FS.0 ENERGY CONSERVATION (RESIDENTIAL ENEMY EFFICIENCY) 2020. 1th EDITION R404.1 4 ` i CEILINS ° r MTD. LIGHT TO 5E INSTALLED, PROVIDE J-B04X FOR ' OPT- FAN b a OPT. COACH LIGHT IECTRICAL PLAN LE: 1/4' = I'-V' e WP Panel MAIN - A PANEL: 8/16 wp crt breaker VOLTAGE. 12U / 240 V -1Ph MAIN: 15U Amp M G.13 FEEDER 3-91 CuTHWN &"1-#6 Cu (G) in 1 1/2"C. OR �3-#2/0 AL THWN & 1-#6 Cu (G) in 1/2" C. wire Pole Bkr Description Watts Circuit I Circuit I Watts I Description Bkr Pole Wire. '#12 1 20 Exterior Rei GFI for TUG 120D 1 1 2 1 1 Ispace #12 2 20 hrigation Pump 1000 3. _._ 4 + _ _. Space 5 6 5304' A/C C.U.-1 -- Space... 7 8 PANEL -A PANEL: 42 crt breaker VOLTAGE:'120 /,240 V -1 Ph , MAIN: 150 Amp M.L€D. e FEEDER:3-#1CU'THW,N&1 #6Cu(G)In11/2"C OR 3=#2/0ALTHWN&1-#6Cu(G)in11/2" C 0 Wife Pole Bkr Description Watts Circuit. Circuit Watts Description Bkr Pole Wire. Small Appliance 1500 1 2 8000 Range 50. 2 #6 #12 1 20 Microwave/ Hood GFI 1800 3 4 a #12 $ 1 20 Small Appliance — ... 1509 _ 5 .. 6... 4500, Water Heater 25 _ 2.. #10.. #1t 1 20 Retflgerator 1500 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 • 20. Bath #2 GFI Receptacles ,120D ' 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer/Hall tied 92 & #3/ Bath#2 Lights AFCI 900 13 14 5000 Dryer GFI _ 30 2 #10 #14 _ 1 15 UiAng Room, Lanai Lights AFCI 90o. _ 15. 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12. #14 1 15 SD & C/O AFCI _ 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry -/ Bed #4i Den AFCI 1200 21 22 1200: Garage Lights and"Receptacles GFI 20 1 #12 _ Space 23 24 9Q0 Bedroom:91 AFCI 15 1 #14 ° Space 25 26 900 Bathroom #1 AFCI` ` 15, 1 #14 Space 27 900 1 Extenor Lights and Recept GFI 15 1 #14 _ Sp 29 30 1000 Imgation controls only 20 1 #12 Space 31: 32 18pace , #a 2 Load Total load subj—�ct tq a 6 Load is/2 pace pace pace /C AHU 1 5525 4.. seater 5 KVA at 65% �mand factor calculations I line 16000 0 40 27600 Load subject to demand factor calculations if line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED QN AfC NON -COINCIDENT LOAD General LigAting &Rece tacle Load A/C Square Feet 1j ral Lts & Rec aW / Sq. Ft 5, is 1 at 65W/LI ht at 100% General Lights & Rec (Watts) 5! Ckts# watts/ckt Total wat 1General Lts & Rec Panel A 1 9,1 6171 5Ir I: LED LIGHTING � SINGLE LAV. LED LIGHTING BATH i'2 @ DOUBLE LAV. BATH 01 ' PROVIDE 3*2/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/9) AL. SE_R - (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) SO AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE M N COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCR 7TH PANEL EDITION (29220). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 15OA/2P " B. ALL CONDUCTORS SHALL BE TYPE THHNTHWN UNLESS MCIB NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE . EOUIPFIIENT RQUIPI'tENT .i .. POWER COMPANY - POWER ORMINTERSYSTEM BONDING TRANSTERMINAL AT LOW GRADE r VOLTAGE CONNECTIONS PROVIDE ISO AMP, 120240 VOLT, I PHASE SEC0NDA —�.. I w} CU SERVICE GROUND CONNECTED TO e ELECTRICAL SERVICE. PROVIDE 3 h COPPER CCU) IN CONCRETE ENCASED FOOTER STEEL PER 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR 1TH CO ALUMINUM CASE IN CE 1SCHEDULE 8m PVC EDITION (2020. CONDUIT UNLESS SERVICE IS8 ) PROVIDED BY THE ` ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC, 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID_ Reviewed for Coca; UniCompliance - • versal Ensaineen )194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359.1 www.abdesigngroup.com AA #: 0003325 F a iTBDIV, I�OT ) I CREEKSIDE PHASE 2 YJi LOT #96 IROJECT# 096R1 4'r _04321.200 I.j MODEL g 4EBB k "1828-CALI" w t1C•A]RAGE SWING: RIGHT I ai k ELECTRICAL Ij PLAN H 1�1 v su �61160 MPH EXP. (. MAR 0 5 2021 MICHAEL C. ANDERSON � AR NO 17305 �7FCI T�: AM: 03/01/21 DAs SC L�E:1/4"=1'-0' { MOT .4 3 E 1 ' I n 9 , ,r d w" a a a < u � . c . . r i o o q TL T M, (LE n KITC44EN SING W/ AUTO VENT 1-1/2' VTR I (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM 9 ' Reviewed for Code Compliance Universal Engineering Sciences 0 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. c o m AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE S WING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 5'2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21O1 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C DATE: 03/01/21 SCALE: 1 /4" = l' — 0" SHEET mI a a 2X4 TOP PLATE PER FLR 3 5/8' OR 5 3/8' PLAN 1/2' DRYWALL TOP CHANNEL (25 PRE-FAB TRUSS GA.) I/2' GLCs_ BOARD 3 5/8" OR 5 3/8' rARNER READ F a iR' TNIOK• I GOAT METAL; STUDS 24 O G. 1/2' DRYWALL a' CMU SEE 20 GA METAL TO 13E PPORTLAND CEMENT STRUCTURAL FOR INSTALLED IN WALLS 3 5/8' OR Di A�8G7R ? p LIED REINFORCEMENT NOTE: STUDS Ii"! 5 3/8, RECEIVING UPPER/ MASONRY AT P.T. D PARTITIONS SUPPORTING LOWER CABINETS BOTTOM 5" IA SLEEVE CELL AS R FiLL In' DRYWALL WALL HUNG FLUM51NG AND TUB/SHOWER 25 CHANNEL CELL As PER " (25 GA.) D NOT CUT SEALANT EALANFW=Ur a AEPPRO TAL REQ GA. METAL t0 BE FIXTURES AND WALL , CAULK AND sE,�L CABINETS SHALL BE NOT INSTALLED IN ALL SECURED REBAR BACKER ROD OTHER WALLS. STUDS TO GONC PIPE MOULDING STRIP LESS THAN 2k4, WHERE FLOOR / ras LINE MOULDING ALL TO BE SPACED 16 �MY R 2X4 wooD SPACED NOT MORE O.G. AT 2ND FLOOR 3/4' PAF d BOND BEAM DO NOT CUT 11, PVC BLEEve FOR GAS LINE AROUND NUr SECURE BT. STUDS s24' THAN 16" O.G. OR, NOT WALLS ADJACENT TO to Woop SOLID GROUT THE 5OND `d'cru T�KTEaE ETB DOOR MM1uF� PLATE TO SLAB STAIR WELLS AND FL.ODR W/ W� C1 J- 05 BEAM ,,� ea�E iuoov JAMB PER W/ I0d MASONRY C.C.LESS THAN 2x6, WHERE 1/4' WOOD �'�' �' FASTENED TO NAIL a 32' O.C. SPACED NOT MORE BATHROOM WALLS W/ SCREW (2) COURSE KEBABS AFrROFIRODUVAL Ill VERTICAL ETR TRACK MAX TWERS TILE FINISH m.. FASTENED TOE DOOR THAN 24" O.G. " -- -- .. ...'.- BY MAUF. ... I' MIN. BY O WOOD BASEBOARD , '.' ROOM _ TRACK BRACKETS GONG. SLAB Wi PRODUCT e . ' I�i a APPROVAL REa 0'-0. S y 0 5 FIN. FLR FINISH FLOOR 1.-STORY METALT. WALL 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCS s GARAGE DOOR JAMBS 1 TYP. INT. WALL NON- BRG. METAL STUDS SCALE, IQ'4•-O' D1 SCALE: 3/4'=,'-0' QIA) NON-BRG. D1 SCALE: 3/4 -I -0 D1 SCALE: 1 1/2"=1'-0" SCALE: i/2'=1'-0' b FIBERGLASS SHINGLES FIBERGLAS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDE AYMENT SECURE W/ (2) 12d NAILS AS PER FBCR e05_I.1. AS PER F CIR 905.1.1. EA: END ROOF SHEATHING FIBERGLASS SHINGLES ROOF HEATNING THICKNESS AS PER 2x i3LOGKING BETWEEN TRUSSES WITH UNDERLAYMENT SHEET SNI. THIGKNE SAS PER PER STRUCTURAL DETAILS FIBEFraLASS SHINGLES AS PER FBCR 905.1.1. SHEET SNI. SEG RED PER SECURED PER WITH UNDERLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE AS PER FBCR 905.1_I_ THICKNESS AS PER ROOF SHEATHING SHEET SNI. STIFFSACK AT ALL UPRIGHTS THICKNESS AS PER SECURED PER PER STRUCTURAL DETAILS SHEET SNi. SECURED 5/8' GYI?SUM BOARD FASTENER SCHEDULE M L. DRIP EDGE -MTL. DRiP EDGE PER FASTENER OR I/2' HIGH 9 g 2x FASCIA PER SCHEDULE STRENGTH CLG. o —PRE-END WD. TRUSS ELEVATIONS 2 FASCIA PER MAX. AX. BOARD REFERENCE ELEVATIONS PER VAtION STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS PRE-ENG TRUSS � STRUCTURAL DETAILS INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING SEE ENERGY CODE FOR"iS FOR REFERENCE STRUCTURAL SHEET SN. SECURE PER, THICKNESS AS PER ER ' MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET'SNi. SECURE PER PER ELEVATION 2x FASCIA PER I -0° 2x FASCIA PER ON SHEET SNi - - FASTENER SCHEDULE TYF'- ELEVATIONS A 5/8' GYPSUM BOARD QR 1/2' ' ON SHEET SNi. ELEVATIONS o.N. PR8-ENG. GABLE TRUSS = - -R-4.1 INSULATION — HIC=H STRENCsTH GLCs. BOARD PRE -Ell GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. BECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER \ R-4,1 INSULATION . STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS a: b —REFERENCE a Ix2 P.T. FURRING STRUCTURAL 77 STRIPS A 24' O.G." I/2' THICK 2 GOAT PORTLAND Ix2 P.T_ FURRING „ 8' CMU CgMENT PLASTER APPLIED STRIPS 24' O.C. 1/2' THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRY 1/2HICK, 2 GOAT ' B 1/2' GYP. WL. D. CEMENT PLASTER APPLIED J , 1/2' GYP. WL. ED. PORT AND CEMENT WOOD BASE 8' CMU DIRECTLY TO MASONRY WOOD BASE PLUS ER APPLIED DIRECTLY To MASONRY = I 0'-0' FIN. FLR 0'- ' FIN. FLIP,0'-0' FIN. FLIP, 0'-0' FIN. FLR h — a OL - - t ' <' 8' CMU d d AV w n n W/ WINDOW OPENING B TYP. ' WALL SECTION A W WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2°12 TO LESS THAN 5 1- S'I'O RY GABLE BLOCK WALL 4 1—STORY HID BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT p� SCALE: 3/4"=1'-O' SYSTEM iS REQUIRED_ FOR ROOF SCALE: 3/4'=I'-m' SLOPES OF.4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE [1, ASTM D 48613 TYPE IV, OR ASTM D 6151 Note: WALL FENESTRATION FLA64NG PER F5CR 103.4 Approved corrosion -resistant flashing $hall be'applied shingle -fashion in a,manner to prevent entrc 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 o AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM Ce20 Class 25 Grade NS or greater for proper joint expansion and contration,,,.ASTM =81, AAMA 812, or oth r RevCompliao eode c approved standard as appropriate for the t e of sealant. Fluid -a lied, membrane Universal Engineering pfD yp pp Sciences used as flashing in exterior walls shall comply with AAMA 114. The flashing, shall extend to the surface of the exterior wall finish. a e 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLMDIV 8e LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5'2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 21O1 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET � � e s a TOP• 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (U 1/2, X 8' J-15OLT W/ 4' MIN. EMBEDMENT m W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT O o o SECURE 2x4 ON FLAT TO BLK IRI W/ MASONRY NAILS. P b SIDES: 2X6 GARAGE DOOR BUCK SECURED 5 0 W/ (5) 1/2' X 8' J-BOLT OR ANCHOR 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' s X 2' X 1/0' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, ° (3) EVENLY SPACED. M A 0 o w NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT WAL1 : V2'.r-® n q d i d' 2X4: ® a 2X4: ® 2X4: CC SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ (MIN. W/3/16' TAPCONS (MIN. 1/4, TAPCONS (MIN. 3/16' TAPCONS SHANK SIZE MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SIZE 30m HEAD SIZE 300 HEAD SIZE 3Om HEAD MIN. E SIZE 3 0 1 I/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4` 18' O.G. MAX END 4 IS' O.G. MAX END 4 18' OZ. MAX SPACING. SPACING. SPACING. 2X6: ® 2X6: „ 2X6: CEO SECURE TO BLOCK SECURE'TO BLOCK SECURE t0 BLOCK W/(2) 3/16' TAPCONS 3/16' TAPCONS W/(2) 114' TAPCONS (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SITE MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAP SIZE 300 0 MIN, 8' GMLL MIN. EMBEDMENT 1 1/4-) MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/47 WITHIN 8' OF EACH END a e' CMU WITHIN 8' OF EACH END B' CMU WITHIN 8' OF EACH END I/2' DRYWALL " : IS' OG. MAX SPACING. 8' CMU 4 18'1OZ. MAX SPACING. ,4 18' O.C. MAX SPACING. Ix4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL I/2' DRYWALL I/1' DRYWALL SECURE THRU FRAME 4 I'X4' 2X8: ®` 2X8: RE 2X8: CEM EXTEND 1-1/4' INTO ❑ P.T. NAILER SECURE TO BLOCK 1 P.T.SECURE TO BLOCK u 1 X4 SECURE 1/4 70 PCCNS I'X4' BLOCK W/ 3/I6" W/(2) 3/16' TAPCONS .T. NAILER W/C2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. MAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 '1/16' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE _3 0 MIN. HEAD SIZE 300 MIN. HEAP SIZE 300 7/16' OSB. X 4`MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING f11N. EMBEDMENT 1 1/47 MIN. EMBEDMENT I I/#°) MIN. EMBEDMENT I-I/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END —DOOR GASINCv WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18' O.G. MAX t 18' OZ. MAX t 18' O.C. MAX 4 10, O.C- MAX SPACING ATTACH TO 2X F'ER SPACING. DOOR JAMB OR WINDOW SPACING• DOOR JAMB OR WINDOWSPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM, AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/49 JAMB � O NOT EXCEED' I/47 JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/49 ` DOOR JAMB TO BLOCK +3/4" OR +5/4" DOOM JAMB TO BLOCK +1 15/16" DOOR JAMB TO BLOCK, +3" 'DOOR JAMB TO BLOCK +3 7/16" A WINDOW TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK_+1 15/16" E G VYIND09Y TO BLOCK +3 7/1B" 2X4: ® 2X4: ® 2X4: ® 2X4: CM , SECURE TO BLOCK W/ ° SECURE TO BLOCK UW SECURE TO BLOCK W/ IS/E4 CURE TAPCONS (M NTO K W/ 3/I6' TAPCONS (MIN. 3/16' TAPCONS (MIN. 3/16' TAPCONS (MIN SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SHANK SIZE HEAD SIZE gl14 MIN. EMBEDMENT MIK HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE -300 MENT I I/47 MIN. EMBEDMENT 1 1/47 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' C OF EAH WITHIN 8' OF EAGN WITHIN 18 OF EACH END 4 1B' O.C. MAX END 4 10' O.G. MAX END 4 18' O.C. MAX END t 18' OZ. MAX SPACING. SPACING. NOTE: STRUCTURAL 2X` MUST BE ^ SPACING:. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED n ON OUTSIDE 4 SECURED ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL r 2X6` ® 2X6: ® THROUGH NON-STRUCTURAL 2X6: CIE2X6: ® • THROUGH NON-STRUCTURAL SECURE TO BLOCK - SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' SECURE ,TO BLOCK 3/16' TAPCON MIN. 1-1/4' SECURE TO BLOCK 3/I6° TAPCON MIN. 1-1/4' W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS EMBEDMENT INTO BLOCK WK2) 3/16' TAPCONS EMBEDMENT INTO BLOCK. W/ A < SIZE E .145 I ,MIN EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 HEAD SIZE 300 MIN.I MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN' READ SIZE 300_ MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 x MIN. EMBEDMENT 1 1/4') B: CMU EMBEDMENT 1 1/4') 8' CMU a, 8, CMU, WITHIN 8' OF EAGN END B' CMU WITHIN On OF EACH END WITHIN B' OF EACH END WITHIN 8' OF EACH END 4 18' O.C.MAX SPACING. 4 18' O-C. MAX SPACING. 1/2' DRYWALL 4 184 O.G. MAX SPACING. 1/2' p°RYWALL 4 IS' O.G. MAX SPACING. 1/2' DRYWALL1/2' DRYWALL 2X8: ® ❑ I'X4' 2X8: C� ❑ I'X4' 2XC E I'X4' 2XC ET I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK SECURE TO BLOCK ❑ P.T- NAILER SECURE. 70 BLOCK P.T. NAILER W/l2) 3/16' TAPCONS P.T. NAILER (MIN. 3/16' SIZE JS (MIN. SW NK SIZE W/l2) 3/I�' TAPCONS ^ DOOR CASING I' P-t X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .10 MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAP SIZE 300 MIN. HEAP SIRE 300 ` MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/47 MIN. EMBEDMENT I I/47 2ND 2X SECURE TO STRUCTURAL. MIN. EMBEDMENT I I/41) DOOR CASING WITHIN 8' OF EAGN END WITHIN 8' OF EACH END WITHIN 8' OF EACH END MEMBER W/(2)I2d WITHIN B' WITHIN 8' OF EACH END t 18' O.C. MAX EIS' O C. MAX 4 18' OTC. MAX OF EACH END 4 6' TO B' OZ. MAX 4 18' O.G. MAX SPACING:. DOOR JAMB OR WINDOW SPACING. SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X DOOR JAMB OR WINDOW PER TO 2X PER MANUFACTURES DETAILS. ATTACH �X PER MANUFACTURES DETAILS. MANUFACTURES RES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB ° NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (00 NOT EXCEE? 1/4') o JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" DOOR JAMB TO BLOCK +2 1/4' DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" yWINDOW TO BLOCK +1 1/2" D WINDOW TO BLOCK +2 1/4" n 1fIND0�Y TO BLOCK +3 3/4" F 1 u e a i - CMU DRYWALL IX FURRING X ••m•rti•_r.:is W RIP 2XIO TO DOOR 8-1/81W ' ., FRAMING HOLD FLUSH TO INTERIOR FACIE OF DRYWALL ENTRY DOOR BUCK 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngrou p. co m AA #: 0003325 SUIBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828-CALI" GARAGE SNKING: RIGHT PAGE: DETAILS 160 MPH EXP. C REQUIREMENTS ]PRINT K NTA DATE: 03/101/21 SCALE: 1/4"=1'-0" Reviewed for Code Compliance SHEET Universal Engineering Sciences D 2 y NOTE: NOTE: IF ZIP 5HEATHIN3 5YSTI=r 115 APPROVED BUILDING WRAP INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF MANUFACTURERS 6' a VERTICAL LAPS (ROLL INSTALLATION PROCEDURES ALLSEAMSSEAMS NEED 70 BE TAPED RIZONTAL LAPS. LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE PREFORMED CONTROL JOINT / \ PLASTERTHICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T / \ BE WIRED TIED TO LATH • 13 WRB LAYER 92, FORTIFIMR O.C. MAX (VERT.). DOTE_ DO BUILDING PAPER / I^ rlN- _AP ® ME AL LATH \ NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X Va' LEG MAY BE USED TO TEMP. FASTENED 61' (VERT.) O.C. MAX x SECURE CONTROL JOINT AT SUPPORTS X x `o DURING INSTALLATION WRB LAYER M, ° METAL LATH FASTENERS TO BE SPACED STUCCO WRAP • 1' Oz. MAX VERTICALLY WOOD SHEATHING - - OR 1/I6' ZIP SHEATHING a WRB LAYER SYSTEM STALLED PER STUCCO WRAP 6" M'N PAPER LAP BELOW ONLY WRB Ls1YER "2, FORTIFIBER/ BUILDING PAPER I ' 9 TO GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' Toe a To 3 �I THROUGH CONTROL MIN. nlK JOINTS BUT SHALL + BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING LAF la' OVER PER ASTM CI063 \ PLACED FLAT MAX. 6' TO 8' ALLLAP FROM CONTROL JOININT FALLS ONL JOINT APER LAP NOTE: i STRUCTURAL STUD SCALE: I I/2'•I'-0' 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) OD415' WIRE / 3- BLOCKING SHOWN MAYOW IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN u VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING 57STEM'I5 INSTALLED, PLEASE 5EE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING Jr OR 1/16' ZIP SHEATHING I SYSTEM (INSTALLED PER I MArNUF. SPECS- 0 4'x4' SELF -ADHERING MEMBRANE- FLASPNG (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF� SELF -ADHERING: MEMBRANE FLASHING STEP 11 d . 9 e WOOD STUDS 0 n A NOTE: SHEATHING SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM , PLASTER BASES SHALL (INSTALLED PER MANUR SPECS-) ° BE SECURED TO PLLILDING FADER &' MIN. • FRAMING MEMBERS. LAP "AN". TYPE CONTROL JOINT e THEY SHALL BE TI:0 I I , INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS ^REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 'SELF -ADHERING MEMBRANE THING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE ::.-. FLASHING OVER APPROVED W. HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP *2 SELF -ADHERING MEMBRANE FLASHING WRB LAYER 61, <. STUCCO WRAP: _ --- WRB LAYER n, FORTIFIBER - BUILDING PAPER -- METAL LATH 6'xb' 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/ C.v. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE PER SECTION IR708.7 EAI Ming sW pleele ft Exterior use of portland cement plaster shall comply with the application requirements of AST M C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, . or ASTM 1787. ( 1) BETWEEN suPPows MANUFACTURERS WITH 0.0415-IN. (121-MM) STUCCO 1' LAP ® LATH WIRE AT INTERVALS NOT 3^ LAP ` PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM).' L FOLD INWARD • Pr- A L FOLD INYLiI®• PT. A AS PER AS" C1063. FII I EI `� TfRATIOI �l DETAIL CFfRA O I, @ , 2.CREASE 0 Fr.0 ® KIC KO UT � 34 ^ ' FOR REPAIR DF TEARS HORIZONTAL LATH IN. I C?. ® IN WRB LAYERS, TEARS e `L— — D E TA.IL MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANOR SPEC. OR FOLD . PEEL 4 STICK • 4& 1/16" ZIP SHEATHING ®� SYSTEI"I'(INSTALLED PER MANUF. SPECS.) OR "« w WOOD SHEATHING MU,. L FOLD IMUARP • Pr. A ° O L FOLD INWARD • PT- A c., WRB LAYER #I, 1 CREASE . Pr. B s. CREASE • IT. B ^ STUCCO WRAP (FRAME ONLY) 3. cREASE • Pr. c . . 3. CREASE • FT. C , 4 FOLD Pr C OVER r y roLP • TT• SHINGLE R00FINII DRIP EDGE: OVERLAP 3',- EMEND 1/2' BELOW SHEATHING, MECHANICALLY' FASTEN 4' O.C. MAX B TILL PT. C TOUCHES BOTTOM FLANGE ® . e" THICK, 3 COAT CEMENT PLASTER (FRAME), I/2 "2 GOAT CEMENT PLASTER (GMU) ° ° EGEND ,A" AM METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER C ^ ® ; •SOTTOM, ROOF/WALL SCREED /A��fI��•Ny 111�%L�I WRAF) LA,4rE1 �e xl� STUCCO WI �T'tl / ' FLANGE WATER TIGHT SEAL. FOLD, 22 •^� 0 Ngn CUT. Z r511 1L° TYPE CONTINUOUS I I I , WIR5 LA�r1-fR *`2 C1-01RT I1= I PBE R THICK, 3 COAT CEMENT � PLASTER RLAS�E�' 2 COAT j — GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT 8U I L D INCH I=AFE R) WRB LAYER 02, FORTFIBER WALL SHEATHING) BUILDING PAPER(FRar'IE ONLY) CAP SHINGLE - DO NOT NAIL, , 1" ETAL LATH X X X X �'STUCCOO WRRAP(FRAr1E oN.Y� ° , INSTALL WITH ROOF C:'i=MEN1T 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA t 0003325 sysDIV. ee LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MO DEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LAP LAYERS CC Bu1LDMG WRAP OVER NAILMG FLANGE, STOP NfH.EB 'EI X' AABBOVE ®. o STUCCO Y a STATE OF FLORIDA FRM1E OR CM EXTERIOR , \ AIA L SCREED ROOF CEMENT WOOD OfR T /16 " Z I f WALL �a Sx8 WALL FLASHIrr. t ROOF PER ELEVATIONS KICK-011T 1K-ASFAMCa (SEE �g1 I C •�.+� ,'LEI DETAIL) y aL1-SAL ��/I I IN — — — — — — — WATER TIGHT SEAL (BEND OR - D Y NOTE: MAR 0 5 2021 " MICHAEL C. ANDERSON 1" IET,AL LATH- ^ L,ATH TO ICE i= EfR SECTION AR NO 17305 IS SOLDE1CaoNDTCLPT) ��pSG/el�l3.T.1 /)45T1"1 C=B�--i-lea 1II�l. 2. L�S. PRINT yo o NOTE. INSTALL a ealT� of RocF e ( DATE: 03/01/21 WALL NTERSECTIOJS P ' �Q. Y�4RD C UT I L I T`t' OjR N01„I INAL SCALE: 1/4"=1'-0" LATH DOES NOT 1"I��T %5f=ECIFICATI ke�'51 N)dforCode SHEET \—PMCIA WRAP 3 „ L„ FLASHING Compliance N..5. Universal Engmeennc; /� T Sciences ®PPJJf 1�IJ — t NOTE: IF ZIP SHEATHING SYSTEM ,IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD / FINISH W SELF ADHESIVE OVER TOP E SIDES SELF ° FLASHING UNIT I' E-Z BEAD ALL AROUND PREMANUF. DRYER VENT -APPLY SEALANT ALL VENT CAP SET IN CONT. SEALANT) JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF i NON' -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING • JOINT SEALANT A I I ALL AROUND TOP E SI®ES I I PER SECTION R703.7 - ° Exterior Iethft and plastering Exterior use of portland cement plaster BACKER ROD shall comply with the application DRYER VENT (BLOCK) WRB LAYER 01, STUCCO WRAP =A, INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY- SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. 1, requirements of ASTM C 926-18b. L Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, 1 or ASTM 1787. d HOODED VENT BUILDING PAPER OVER 'QUICK _ THICK, 3 COAT CEMENT FLASH' I. PLASTER — METAL LATH — WRB LAYER 02, FORTIFIBER PIPE THROUGH / WALL BUILDING PAPER WOOD SHEATHING 1 R VENT ( FRAME) 6", SELF ADHESIVE FLASHING (INSTALL PER MANUR SPECS.) IBUILDING PAPER UNDER 'QUICK FLASH' NOT,: IF ZIP SAEAfHING SYSTEM IS INSTALLED, PLEASE SEE o MANUFACTURERS a INSTALLATION PROCEDURES . VENT PENEITR°ATION- SCALE: N.T_S. ° 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING 3 LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFOER BUILDING PAPER METAL LATH WOOD CONSTRUCTION 1/8' TEXTURED FINISH in WOOD FASTEN TO WOOD STRUCTURAL 4 MEMBER a 1' O.G. MAX a-, Cr 9u 's ' Ye' TO'¢, MID -WALL WEEP SCREED Z L } :-A, ' Mr r (2' WIDE STRIP SELF - ADHESIVE FLASHING, CLEAN s MASONRY BEFORE APPLYING \— �� TEXTURED ° - FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) ° n I ' APPROVED ■-• . NOTE: IF ZIP° SHEATHINCz SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES HOUSEWRAP BELOW ELEC.ER M T FIELD E E VERIFY LOCATION a ELEC. METER FIELD VERIFY LOCATION CUT o MEMBRANE A` ENTERS BOX, APPLY STUCCO CRATCH COAT APPLY TO FACE EDGE ' AND ONE 0) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC LEGEND I5OCYANOTE-POLY15LEND FOAM STUFF" OR SIMILAR) --("GREAT APPLY A 5ILICON --- PLANE (LURB BASE' SEALANT AT POINT DRAINAGE LA1-ER 01, STUCCO WRAPS THAT ELEC. WIRE PENETRATES APPLY, E-Z BEAD • a • G • o • e OVER 60 1 `lIN •' • ° •' ° WRB LATER *2 CFORTIF15ER — - a — - — - — - — AREA TO RECEIVE GRADE DE o; ' ,o BUILDING PAPER) STUCCO SCRATCH COAT SEALANT ATVALL •a y• a• O 1"IETAL LATH X—x—x=x a 1 COAT OF PAINT W/BACK- JOINTS AND INTERSECTIONS e° • ° °o ' ROLL PRIOR TO a '' • ° •' 5TUCC0 �° ELEC. METER INSTALLATION° PROVIDE STUCCO SCRATCH GOAT LARGER THAN THE ELEC WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF —ADHERING GRADE '17' FELT MEMBRANE FLASHING OVER SELF —ADHERING FLASHING OVER APROVED HOUSEWRAP n WRB LAYER 02, FORTIRBER ELASTOMERIG =iCOATING OVER I WOOD OR 1/16' ZIP ;U,4LL METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND DISCONNECT 5T # �� #� SELF—ADHESIVE FLASHING — — — — — NOTE: ELECTRICAL RECEPTACLE l IETAL LATH: LATH TO BE PER 5EGTION ELECTRICAL CONDUIT R103.1.1 / A5TI"1 C-84-1--14a, MIN. 2.5 L55- PENETRATION PER SG2. YARD (UTILITY' OR NOMINAL RaviewedforCode Compliance LATH pOEB NOT MEET SPECIFICATIONS Universal Engineering Sciencesdo 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 8XMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C MAR 0 5 2021 MICHAEL C. ANDERSON IlIrr AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=1'-0" 1 SHEET A2 e e d 0 DRAINAGE PLANE CUJRB �°1re.A''�ER` #1, ..STUCCO UJRAP� ILRB LATER 02 (FORTIFIBER— BUILDING PAFER) b � IETAL LATH x x x- X STUCCO WOOD OR 7/1(0" ZIP-IUALL SHEATHING SELF—ADHESIVE FLA&ANG — — — — — a e a e ti 1/2 CORNER BEAD (FASTENER 4 SPACING T O.G.) ' oe o , CMU e 1/2" THICK, 2 COAT CEMENT PLASTER AF'FLIED DIRECTL`I' TO MASONRY BEAD (�i)B]LOCK .e y «. e � . i r y x + c o „ « Reviewed for Code Compliance Universal Engineering Sciences e + ` A ' o 2194 H WY A1A, SUITI INDIAN HARBOUR BE FLORIDA 32937 PH: 321-802-359 www.abdesigngroup AA #: 0003325 1111111111110 G� C �i 1 \\ 'JOV, �l\\\\\ ' �\4 \\ " I SE Nk 4 \ 8vBDIV. & LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE SVfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET \\ 'JOV, �l\\\\\ ' �\4 \\ " I SE Nk 4 \ 8vBDIV. & LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE SVfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET ° \ \; 1/8' TEXTURED �\ FINISH ® WOOD, \ 0 1/2' TEXTURED FINISH ® CMU 2x& SUB -BAND W/1"x4" NOTCH METAL LATH END, WRAPPED IN PEEL STICK METAL,FASCIA WRAF` __� ICs ,000D SHEATHIN 7 I Of?. CMU 1 .f WR5 LAYER "I, DRIP EDGE 11 —„ STUCCO WRAP (FRAME ONLY) II = 1 WRB LAYER 02, FORTIP15ER 1 — x BUILDING; PAPER /S" TEXTURED 111 --- (FRAME ONLY) a FINISH -8 WOOD I 1 2X6 SU5 SAND = 1/2" TEXTURED Ir 1 m ROOFINCs CEMENT FINISH l@ CMU 1 � 1 DRIP ED6E 1 " A METAL FASCIA 1 METAL KICK OUT WRAP Ys" FROM 11 ® FL AN' STUCCO, V FROM 1 WOOD WALL 1 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 1 Y) NOTE: NOTCH FOR 2X& 1 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY 0 ROOF DECK (BEYOND) �� ` �\ 1 \AN, \ 1 DRIP EDGE, 1" OFF WALL �\ NOT ,INTO STUCCO) I II/V TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF, WOOD WALL. CAUB BAND 2" OFF WOOD WALL Q ' c J- °, NOTE: IF ZIP ';SHEATHING_eYSTEI"I IS INSTALLED, PLEASE 6EE 1" IANUFAGTURERS INSTALLATION PROCEDURES •Y PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH .a• -1y. 1.. ,. .f,l.%%:e 211x411x41-0' SCABBED TO TRUSS W/126 NAILS ro O.C. MAX. a " 2x SUB -BAND WIV2 x4" NOTCH 6 END METAL FASCIA WRAP ®� DRIP EDGE `° EXTERIOR WALL (FRAME OIL CMU) v e t SUB BAND 'DETAIL CE WALL A 1 —FRAME OR _CMU FELT PAPER DRIP EDGE' (REFERENCE POINT ONLY FOR WALL OFF SET OF, COMPONENTS) METAL FLASHING, WRAPPED `. MIN. 4" ABOVE BOTTOM OF DRIP EDGE I 2x SUB -BAND WIV2 x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY X x x x x x x x x X �FRA1" IE OR CMU x x x x x x x x 'x x x x x x x x I ., WALL KICK -OUT FLASHING x x x x x FELT PAPER x x x ' x x DRIP EDGE (REFERENCE POINT ONLYFOR WALL OFF SET OF COMPONENTS) - = METAL FLASHING, WRAPPED STATE OF FLORIDA MIN. )/411 ABOVE BOTTOM OF W. DRIP EDGE 2x SUB -BAND .......... W/t I x4" NOTCH � MAR 0 5 2021 END,'WRAPPED IN PEEL 4 STICK MICHAEL C. ANDER30N AR NO 17305 *ROOF CEMENT e ROOF EDGE PRINT 03/ 01/ 21 • OMITTED FOR DATE: SCALE: 1/4"=1'-0" SUB BAND DETAIL C WALL CLARITY o Reviewed for Dodo SHEET W/KI C K—OUT nsal gp ens o Univere®I EnplflggryR . Salenc®� " 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C a j 39'-8" 12'_4" '4 T_4" '_4" 1T-4" ° 10'_4' 10e_0• FM=12X12 160 3'-4" x . I 4" CONC. I C? I X w SLAB X ! io I1 a04 oa LLI _-3 1/2" o „#I b 'J oa * EXTEND 1 F M -12 X 18 SLAB 1' 1/2I' 1.1 4 � I 4 I aI I O z o } m a a I I 1.1 . a I n I. p'_0" a T ` SLAB M00 X s N kLL I a d i Co LL a LO I I } e I II 5'4• 15'_8" • 4- PVC 1 o Q� CHASE TE 1 r 1.1 -✓✓✓y_ a � I \ 4" CONC. - SLAB 1/2" a *5 ` 6 4 p p 2r_8" 17'_8" TOP OF j 5 3' 0" SLAB 1.1 I zo I a I 1' 3' fill N o 00 NLu o J LLI ,,III �, � I � I I •I 1 EXTEND - m� 1.1 +SLAB 1 1/2" 2 e ° �4 CONC. r LLi m F,M-12X18' °° ` 1.1 Is SLAB a W, x TIIn, N 0 h 3 1/2" Y � o � I 1 5 1/2" 3'-5" LL 5 1/2" ---- LL + 2 7e1/2" 1 1 1.1 -1 1.1 L FMM=12X18 1.1 J C20x P 0 FMC-12X18 FM-12X18- _ FMC-12X1 - - -1 - - 4 7 ' 4 a q ` 1.1 1.1 10'-2"3' 10" 2'_8" 16'_0" 2'-8" f r a FOUND TION N'QTS 1. SEE SLAE 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 ICOINCIDE 'UNLESS DIMENSIONED Co OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT, FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISH D BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER e SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/ " FELT PAPER AT THE JOINT 4 7. COORDINATE SLAEI ELEVATIONS, STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARC ITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. e 9. WINDOWS,DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH HE MANUFACTURES SPECIFICATIONS. . 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. s 11.1INDICA ES #5 BAR, OINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCI 4G BAR IN CELLS FILLED VA/ITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30', #6 =36' AND REINFORCING SHALL BE CONTJNUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY & 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. I. a 14. VERTIC L REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SI I= OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN 13 IN ACCORDANCE WITH TMS402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY CONSTRUCTION $ SHALL BE I q ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,00d PSI,*TYPE "M" OR"S" o MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. M 16. WIRE W LDED MESH LOCATED IN THE MIDDLE TO UPPER i s OF SLAB SUPPORTED 3'-0" O/C M X. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE:; 1. STRUCTI. RE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING, CODE, RESIDENTIAL, 7th EDITION (fl 0 3 , SLAB SCHEDULE LAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER ' G NERAL 3 1/2"' 6 MIL VAPOR COMPACTED FILL BARRIER C PROVIDE CORNER B a s, ' FOOTING SCHEDULE RS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTHLENGTH THICKNESS BOTTOM REINF. TOP REINF: T.O.F. SHORT LONG TE-1 8" SEE PLAN 101. - (2) #5's (+)0"-0" FM-12xl2 12" CONTINUOUS 1211 ' (2) #5's _ + 0'-D' FM-12x18 12" CONTINUOUS 181. - (2) #5's (+)0' 011 FM-16x18 161, CONTINUOUS 18" - (2) #5's (+)0'-0, FMC-12x18 1�" CONTINUOUS 18" (2)#5's VARIES F-24x24 24" 24" 12" s s e 1 a 0o R N e 9 SECURE A/C SIMPS❑N WB TRAP T❑ UNIT " ROLL STRAP OR ❑NC, 2' EQUAL @ EACH } C�') 'AP -CONS CORNER OF AP-C❑NS UNIT ° CONC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS a A/C CONNECTION 14'_0�' 4.4' i 21 '��' , t ' TO ° PAR, DETAIL p FOUNDAVON PLAN a SCALE: 114" = 1:_0" , Reviewed for Code Compliance Universal Engineering Sciences t 1 194 H WY A1A, SUITE 301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com I AA #: 0003325 231,E DIP. 1.:9OTn ,;n 3 CREEKSIDE_ y PHASE 2 LOT #96 a 0o R N e 9 SECURE A/C SIMPS❑N WB TRAP T❑ UNIT " ROLL STRAP OR ❑NC, 2' EQUAL @ EACH } C�') 'AP -CONS CORNER OF AP-C❑NS UNIT ° CONC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS a A/C CONNECTION 14'_0�' 4.4' i 21 '��' , t ' TO ° PAR, DETAIL p FOUNDAVON PLAN a SCALE: 114" = 1:_0" , Reviewed for Code Compliance Universal Engineering Sciences t 1 194 H WY A1A, SUITE 301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com I AA #: 0003325 231,E DIP. 1.:9OTn ,;n 3 CREEKSIDE_ y PHASE 2 LOT #96 Iq PROJECT# I 04321.200 096R1 MODEL S 4EBB 1828-CALI IIC',,A:R A,GE SWING: RIGHT F)} PAGE: FOUNDATION PLAN 160 MPH EXP. C STATE OF FLORIDA €' S$ MAR 0 5 202 MICHAEL C ANDERSON AID NO 173, 5 ~PRINT;,. DATE: 03/01/21 SCALE: 1/4"=1'-0" �4:IET I'. S 1 c, e I/ + z 2 STEEL REINFORCING IN GROUTED a STEEL REINFORCING IN GROUTED C a CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND SPACING REQ42 UIREMENTS o y 4v SPACING+REQUIREMENTS 0Y mU , e w s oa L1J U J 0 cy 00 J d v7 O ,.. 8" CMU WALL of r Z, 8" CMU WALL -0 O _ o +- O.0 TOP OF SLAB M �_... d ° a TOP OF SLAB // .A [, n x ° VARJE ULE TOP OF GARAGE ' SEE SLAB SCHED EXT. PORCH SLAB A d . e 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION : ° 6" CHAMFER>(2-STORY) JOINT (WHERE i • ' APPLICABLE) Z °' SEE SCHEDULE FOR WXD BAR SIZE ' iv AND, BAR QUANTITY ° a SEE SLAB SCHEDULE EXT. PORCH SLAB, I �� 4" CHAMFER (1-STORY) W/ 1/2" ISOIATION a ` ," 6" CHAMFER (2-STORY) JOINT (WHERE • " i SEE SCHEDULE APPLICABLE) Z_ a. , FOU WxD, BAR SIZE AND BAR QUANTITY cq EXTERIOR MONO —FOOTING s EXTERIOR MONO -FOOTING ALE: 3/4"= D@GARAGE 0, SCALE:3/4"=V-0" SC1 -0' r 0 48 BAR DIA. T 24" 30" 36" 42" a a • b uJ ` uj I 2" CAPPED j Cri NEW REINF: BAR GALVANIZED PIPE O a. SECURED W/ 2- PART W/FLANGE @ BASE 0- � I EPDXY. MIN. EMBED J d 8", LINO Fa p FOLLOWALL MANF. o C? X SPECIFICATIONS FOR Q I USEAND SECURE FLANGE TO 2 m H 0 4 4" PREPARATION OF SLAB W/(4) 114"X21/4" Z [If TAbCONS W O O Q` \-4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) b I i o BOLLARD AD ING BAR TO G M NOLITHIC FOUNDATION ° b LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON STEEL REINFORCING IN GROUTED ANDN.2- / 16 4" OM BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZEVD LAP NAILS, - ROVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR2x6 WOO EARING PROVIDE BLOCK G WALL W/ SYP No 2 UDS SEE Q ` PLANS FOR SPACIN INGLE s BTM. PLATE TO BE PT. RE B PLATE TO .K LA dMASONRY NAIL 00 PROVIDE DBL. TOP PLAT TAGGERED. 00 IONALMETAL a NECTORS NOT U) o QUIRED WHEN NO 8" CMU W a UPLIFT IS PRESENT. M +0'-0" _ / I ° TOP OF LAB A e SEE SLAB SCHEDULE SEE SLAB SCHEDULE SLAB d• g c ° "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 00 — POURED MONOLITHICALLY WITH FOUNDATION AND SLAB ° . ! $ a ' a' SEE SCH ULF SEE SCHEDULE "� ° FOR WxD, BA SI E 0 FOR WXD, BAR SIZE AND BAR QUARK TY , D BAR QUANTITY MB,INED EXTERIO MONO— ° INT IOR FOUNDATION OD WALL OOTING AND COL. P 9 SCALE:3/4"=1=-0 (NO LIFT) SCA :3/4"=1'-6" e x e I E e p d 'rtx y e O Wit. e . e':,f. <SxY ::u. ra .o-v#..♦ .�FV°'.'o'd. h. mac „" b I � o 30" MIN. EACH §NXY, MONOLITHIC FOOTING e ' p rT- R p P �R •^ p_' W 'I•av Rp FM n J v . CORNER BARS, SAME SIZE AS LARGER BAR W W IN FOUNDATION WITH 30" LEG EACH w = $ WAY AT ALL CHANGES IN DIRECTIONS > RI SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BAPS LL x e CONTINUOUS STEEL MONOLITHIC e .4' FOOTING REINFORCEMENT SEE SCHEDULE V�HEN TRANSITIONS ARE: MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 -10 3, PROVIDE 2 BARS), UNO e e MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=T-0" AP TOP PLATE MIN. OF 48" A NAIL- W/ 16d COMMON NAIL 2-ROWS, 4' O/C BTM. ��— VERIFY HEIGHT LAP T GCUR O OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO ING ` WALL W/ SYP No 2 STUDS SEE FL S FOR - E R PLATE TO SLAB Wl SPACING. SINGLEBT LATE 1/ "x DGE ANCHOR W/2" TO BE PT. PROVIDE DBL. OP RSET 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 HOLES, DO. NOT L SE 10d W x 3" 'n� SEE SLAB SCHEDULE _ 01-T e OP OF SLAB 4kv L e EQ. EQ_Jc SEE SCH ULE / FOR WxD, BA IZE AND BAR QUANT INTE IOR CURB FOUNDATION WOOD 1IVA C SCALE: 3/4"=1'-0" (W/ UPLIFT) \ a � o p 8 ` a POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO C3ROUTED CELL. 4" FROM ENDS AND 1 " O.C. VERTICALLY MAX e INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION CURB FOR MASONRY UNITS SET A7 ELEV: 0'-0" RECESS AROUND GARAGE DOOR OPENING • ° SCALE:3/4"=1'-0" )P PLATE A MIN OF 48" --�� AIL W/ 16d COMMON le 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OCCUR OVER STUD OF WALL W/ PLAN t 2x6 WOOD BEARING PROVIDE BLOCKING W/ SYP No 2 STUDS SEE FOR SPACING SINGLE 'LATE TO BE PT DE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. Lu = SEE SLAB SCHEDULE a B - a0"a a a' • -49 ° ° EQ. ' EQ. SEE SCHEbULE FOR WxD, BAR SIZE e AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL / SCALE: 3/4'=r-0" 4 (NO UPLIFT) ' ' e , e n e R tl ' Q g r ` ae A Reviewed for 090-- Corn lien@@ Universal vn®In@@Ping Solenom 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 1 � j P `I �I J x J I I G w i 440SXYIE3D ;V,.fie T: . CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321. 20 /096R1 _ a BCBALI" "1828 GARAGE S WING: RIGHT .AGE: I 3 DETAILS r p'' rt e MAR 0 5 2021 I t: MICHA.¢E��L•g ,Cp. ANDERSON ;1 DATE: 03/01/21 SCALE: 1/4" V-0' f, SHEET {//�®� SIe IA dam_ .._,. P ,..,ems ♦. A a Y " ° —�. €+.ca.. .,,t's5`"�ae+;a;. "`c,. _..;"`.'.;'P�e�., d 29'_0" — ° 2T-0" 25'-1D„ 14'-0" d 10' 0" e e. ---- d a Ell rt MM a i oCC - L m a K-1 I d e t � ❑ <:LEE MEN" ° a O 0 `v}a a F' S a ° N N �r X Via: gr xr' � ❑' fi i" d S (fl 0 � 4 lfJ a kr \ 6 qq a r r , i sop a 4 ♦ Ln , i1--k$�q's-is' a s ------ t. SURL' 2,'tn -%ec LOB': 00 �] CREEKSIDE PHASE 2 �_ et LOT #96 PROJECTS: 04321.200 096RI a MODEL 4EBB m a qo » o. 1828 CALI 1 {, aV AAGE SWING: '. El e N 9 RIGHT N PAGE: a; CN DOWEL _ PLAN a r 160 MPH EXP. C e : 0 N Z i�ATE OF FLORIDA a, d tr a. d ❑ s { p mom 9 a e s e F A ! 3 -6 " 2'-4" 1'-6 n e d d Y F all " ' A I, 19._a,l _ _ e MAR 0 5 202 A tr MlCHAEL C. ANDERSON AR NO 17305 ° , a PRINT DATE: 03/01/21 �a SC4-LE:1/4' —0" t " Reviewed for coot 1 0 a Compliance � r'.� SHEETUversaiEn Engineering PLAN Sciences , o A. SCALE: 1/4" - 1160�1 . �a t k a TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM FVARIES PER ELEV. a e a. N ° 9, d .. 6 .e 4 d e 0 0_ e a e. ¢ o CLEAN OUT REQUIRED FOR INSPECTION m e V a .. O O m 0'-0" FIN FLR. "Al -a TIEVERTICALREBAR O e ° d .e TO HORIZONTAL ` e . REBAR W/ 10" HOOK ° `A e e. ' a Z_ O A' e e HORIZONTALNERTICAL REINFORCING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" e #6 36" #7 42" r SCALE: 3/4"=V-0" e ' Z STEEL REINFORUNG IN GROUTED CELL SEE PLAN FOR SIZE AND NC) ri SPACING REQUIREMENTS , LL 0¢0 W W Jz1z e q IelOa v a 0'(0 _ z 8" CMU WALL • , O o + p,_0" M e ° TOP OF SLAq - e'. - ! a 'q' TOP OF SLAB a ° e ° e SEE SLAB SCHEDULE Z d d u ° ve 71. PORCH SLAB Q. EXT. a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION e 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) Z ' MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING I u1 e cM 0 .� ° a ' 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING t 0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 0 #5 BARS F1, *I] $u o L01 co + AC oa e , CMUNIT DIMENSIONS .AREU NOMINAL SIZES ' • MASONRY SYMBOLS 3 SCALE:"3/4"=1'-0" a . A6 n" • v n � ^ o, h h , " 1 0 " } p , 0 s Y Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Sx BDIV. & LOT: CREEKSIDE PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET Q Imo./ 1 e 2 L 1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE RETE TO WOOD ROOF SIMPSON HETA16 W/ (9) 10dx 1 1/2" HDG NAILS CONC ; , CONCRETE TO WOOD FLOOR: M SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: a GT SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER e SCHEDULE. o o 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 MANUFACTURER'S SPECIFICATIONS. " ' °p 8F16-1T/0M/0B 00 ' 8F16-1T/0M/0B 2.1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 8 ARE TO BE GALVANIZED. 8F24 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,. 1T/OMIOB CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE ' CONCRETE LINTELS. ° 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND IN.§ ° ... CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). ° j 6 GT @ 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN,NATURE. HOWEVER THE a s 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 REVIEWW*AND, a , ° a APPROVAL. d CHORDS OF ROOF TRUSSES 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM SECURE 2x MEMBERS TO WALL WITWHILTI X-ZF, POWDER ACCTUATED : FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE °SHOWN DIFFERENT. ` 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 3 m RATIONAL ANALYSIS. o 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0",FINISH FLOOR. UNLESS ~ ° NOTED OTHERWISE. a e o .: LL .: W ' e BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OFLINTEL / T.O.A. = TOP OF ARCH /T O.S —,TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER; F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT REINFORCEMENT STIRRUPS MARK DESCRIPTION Pc (psi) SIZE W'xH' R I MARKS BTM. TOP MID SIZE e SPACING BB1 MASONRY' 3000 8x8, — (1)#5 — N/A — RO TEDASOLID' SEE SHEET' e S2.2A FOR' SAFE LOAD TABLES ° e . { I I I 4 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 aI _ SLFBDIEV. �L L0.1 do I r' CREEKSIDE t PHASE 2 LOT #96 PROJECT# 04321.200 096R1 MODEL 4EBB "1828-CALI" ,,, e'ARAGE SWING: "v RIGHT W AGE: LIFT BEAM; ` PLAN AND F NOTES 60 MPH EXP. C MAR 0 5 202 MUCHAEL C. ANDERSOI AR NO 17305 la DATE" 03 O1 21 r d d Reviewefor Coe SCALE: 1/4"=1'-0" LIFT BEAM PLAN Compliance " Universal Engineering � SKEET Sciences a GALE: 1/4" = T 0" #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR :W/ 10" HOOK • .:. Ems.. . 3 4 5, NOTES TO THE INSPECTOR/CONTRACTOR ` 1. PLACE LINTEL ACROSS TOP OF OPENING d BOND BEAM e 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING IGHT. i REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND G / AS DEPICTE15 HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\ \ TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" / O��FLP / 5. SHOULD THE DOUBLE BQND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONb BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEELd REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DB14 BOND TOP ;OF BEAM W/ (1) #5 BAR .+: BOND BEAA, •\0��/ $ EACH COURSE'7 G 8x8 BOND BEAM'— TOP OF " • eti� $ W/ (1) #5 BAR p : BOND BEAM $J 30" TYPICAL OF F = FILLED W/ GROUT .F . �� U =UNFILLED GROUT SOLID FROM TOP " NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF#5 S, IN 2ND BOND WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM e ' � a8 SEE NOTE$ 8x8 PRE -CAST CONCRETE �rJ. ��� �16'-1 TI1 M/O B LINTEL W/ (1) #5 BAR (L2) zap. NOMINAL MASONRY pb• P� HEIGHT # OF #5'S, TOP OPENING OF BAR =WIDTH OF t, CORNER OPENING-z BEAM DESIGNATION AND THIS - ENGINEER'S IN BOND BEAM COURSE OR IT IS THIS ENGINEER . \\\ REINFORCING O F BOND BEAM BI INDICATES A DOUBLE BOND BEAM # QF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" \ NDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, FO STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE. 3/4"=l'-0" TO PLAN FOR LOCATIONS BEAM'AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BM ABOVE UNFILLED TOP jUNTEL OF OPENING AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOV&UNFILLED. LINTEL 6 PRECAST HEADER(MIN) 2x4 (MIN 2 X3) 1-3/16 TAPCON OR DRIVE PIN (MIN , " SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN'1-1/4" e a 4 > EMBEDMENT a a PRE -CAST :•a 1h4 w OR2x6 (MIN 2 X 3) 2 311E NK WINDOW e1. OR DRIVE PIN (MIN SHANK e SIZE.145 MIN HEAD SIZE 300 SILL ° MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH EN0 AND 18" • O.C. MAX. MIN 1-114" a M EMBEDMENT , 2x8 (MIN 2 X 3) 2-3/16 ° e ° TAPCON OR DRIVE PIN'(MIN SHANK61ZE.145 MIN HEAD' SIZE'300 MIN EMBEDMENT t 2X4 SOLID BLOCKING o 1/4") 8' FROM EACH END AND SECURE TO SH$ATHING W/ 18" O.C. MAX. MIN 1-1/4" MI`N. 2-12d PER ELK. EA. END EMBEDMENT TYPICAL MASONRY WINDOW 7/116' QSESHE°ATHING CMU WALL SILL CONSTRUCTION , 4 SCALE: 1117=1'-0" AF�.CHWAY FRAMING DETAIL .d a A k 3 t SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL ,_J__, P 8 STEEL REINF. OF BOND. BEAM r. PROVIDE #5 BAR EACH SIDE STEEL REINF. OF O LENATION BOND. BEAM CHA E CHANGE,IN 7 'ELEVATION OF BOND BEAM crA. c. Revlewea rorN Complianc Universal Engin Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 3T391DIV. & LOT t CREEKSIDE eft PHASE 2 LOT #96 :PROJECT# 04321.200/096R1 ,MODEL: 4EBB "1828-CALI" GARAGE SWING: •� q�p/,ryy �iRIGHT DETAILS )d` il-16JO MPH EXP. C P1114 STATE OF FLORIDA J' MAR 0 5 292 MICHAEL C. ANDERSON 140. AR NO 17305 PRINT DATE: 03/01/21 SCALE: 1/4"=1'-0" SHEET S2.1A 0 f i f P I S b 5 4 °e r 4 f "DLO '"CAST-CRETE" "QUALITY""' ET"' I / 53AFE LOAD TABLIES ' SAFE GRAVITY LOADS FOR 8" P tE'CIAST _ _ & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR �— SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ° e r ` SAFE'L'OAD®- POUNDS PER LINEAR FOOT SAFE TOAD SAFE LOAD -POUNDS PER LINEAR FOOT - TYPE B!8.OB 1T/OB 0-1T/OB 1TNB 1T/0� 1,T/OB TYPE e TYPE '�1T 8/'�8=1T 8P10-1T 8/2�1-1T `8/28-1T° 8f�-1T LENGTH 8U8 a LENGTH 8/8 PLAIN 8/8 SOLID LENGTH 8/8-18 16-1T/1 1T[1B 241T/1B 8-1T/1B AT/1 &%-2r 8/16-2T V3o-2T &24.2T ;8W,2T BW2T — 952 1 314 4217 5321 6426 7531 1589 3524 4394 SM 6132 7001 PRECAST 1436,3'-6" PRECAST 689 1024 3'-0' PRECAST 2465 6113 6385 7708a W31 10000 1569 3524 4394 5283 6132 7001 7 00 2j�05 3125 3945 4765 5WT , . 1363 3060 3815 4570, 5325 6079 4'-0" PRECAST 1065 4'-0" ' PRECAST 514 763 PRECAST 1961 613 7192 6524 7827 8751 141-01 a 1363 3815 457d °5= 6079 4'-0" PRECAST 819 533 1 2400 3033 3666 4300 4'-0" PRECAST 398 595' 4'-0'< PRECAST 1207 2562 3375 4o43 4711 5379 ; 1625 43 7547 6752 W41 7565 1207 2707 3375 4043 4711 5379 ' 1247 1 2580 3123 3888 4249 1016 1806 2374 2944 3513 4064 6-4m PRECAST 931 5'4" PRECAST, 411 411 5'-4" PRECAST 1319 4480 198 7342 5780 6259 1616 2270 2838 3399 3961 4084 1024 1631 2090 2549 3009 3470 - 909 1499 ` 1071, 2443 2915 3387 5'-10" PRECAST '117 5'-10" PRECAST 340 339 5'-10" PRECAST • 1161 3893 5877 BD86 6548 5776 929 2080 2593 3107 3620 4133 1139 3=7 3031 3707 4363 W61 m 1201' 1,578 1955 2332 2709 6'-6" PRECAST 692 6'-0" PRECAST 410 721 � 6'-6" PRECAST ° 1139, 3227 4598 7054 10000 8825 635 1868 2329 2790 3251 3712 m2498 2205 2698 3191 3885 716, ow1181 1MR'0 1743 ° 2025 T-6" PRECAST 570 T-0" PRECAST 303 534 T-6' PRECAST 938, 24M 34M 4W 7067 6472 W ION 2= 206 2s27 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 V-4" PRECAST 192 384 914" PRECAST' 454 586 m m1129 1310 ON. 1674 UN 3081 4099 4899 14 572 51318 1643- 1989 2164 2519 487 1247 1767 1904 2103 2028 366 488 012 766 899 1042 IV-6" PRECAST 388 10'-0" PRECAST 151 301 101-W PRECAST 560 1407 1897 2781= am 3784 504 1180 1472 1783 .1710 1989 544 101,2 1742 2252 28M 3830 a1'4" 430 406 530 653 777 872 11'-4" PRECAST 330 11'-4" PRECAST 132 417 '� PRECAST. 544 1312 1742 2262 2868 3552 486 1042 1372 1643 1470 1710 507 1210 15% 2046 2588 3191 m 366` 476 587 mm 12'-0" PRECAST 308 12'-0" PRECAST 111 370 12'-0" PRECAST 607 1910 1596 zoos 2586 3171 440 940 1300 1550 1314 1470 433 1045 1365 1732 2157 2535 908 303 393 484 575 645 13'�" . PRECAST 270 13'-4" PRECAST 82 298 13'�" PRECAST 414, 1045 MIS 1732 2310 2805 396 760 IC 7 1312 1071 1203 388 978 1272 1606 1988 2279 279 278 360 443 526 809 14'-0" PRECAST 254 14'-0" PRECAST 293 14'-0" PRECAST 390 978 1272 low1950 2389 „71 R 378 .717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. ° 283 14'-8" PRESTRESSED 2" 422 506 on 746 865 456 1,079 1429 1824 2277 2712 246 663 9W 1297 1474 1715 PRESTRESSED N.R. NR, NR NR NR NR NR 1640 PRESTRESSED N.R. 252 15'-4" PRESTRESSED =4 387 464 574 684 m16-4 — 412 1 14' 1340 1703 2118 2513 230 616 908 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR+ NR NR NR NR 17'-4' PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 Sao 300 866 lip 1413 1739 2047 192 506 720 501 1136 1312 IW-40 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 2$6 348 430 513 595 235 736 959 1200 1467 1716 166 420 623 803 950 1096 21'�" PRESTRESSED N.R. NR NR NR NR -NR NR 21'-4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 308 381 454 527 180 598 833 IOU 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 137 356 513 659 779 900 24'-0" PRESTRESSED " N.R. NR NR NR NR NR NR " 24 -0PRESTRESSED N.R. 91 24'-V PRESTRESSED 124 174 245 302 380 416 129 450 654 824 1014 1147 124 319 455 581 587 793 8 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 ° 6 : a s t 4 e e. IfR n 0 i Reviewed for Code Compliance, Universal Engineering Sciences 194 H WY A1A, SUITE 30 NDIAN HARBOUR BEACF FLORIDA 32937 PH: 321-802-3591 Nww. a b d es i g n gro u p. co rr AA #: 0003325 yr, �.;•,• .:+rr`tk:t. i s. SILTBD$V. T CREEKSIDE PHASE 2 LOT #96 PROJE", I 04321.200/096RI MODEL• 4EBB _ "1828-CALI" C"ARAGE 3'WMG: RIGHT �{ PAGE: h�)AFE LOAD TABLES 160 MPH E�� , C STATE OF Fmk OIA 1 I F; IC)ikEL C.ANIDERSON AR N 0 17305 PRINT DATE. 03/01/21 ®C AT SHEET S2.2AM Reviewed for Code Compliance, Universal Engineering Sciences 194 H WY A1A, SUITE 30 NDIAN HARBOUR BEACF FLORIDA 32937 PH: 321-802-3591 Nww. a b d es i g n gro u p. co rr AA #: 0003325 yr, �.;•,• .:+rr`tk:t. i s. SILTBD$V. T CREEKSIDE PHASE 2 LOT #96 PROJE", I 04321.200/096RI MODEL• 4EBB _ "1828-CALI" C"ARAGE 3'WMG: RIGHT �{ PAGE: h�)AFE LOAD TABLES 160 MPH E�� , C STATE OF Fmk OIA 1 I F; IC)ikEL C.ANIDERSON AR N 0 17305 PRINT DATE. 03/01/21 ®C AT SHEET S2.2AM , a / Q . V 6 a d FRAMING NOTES: A-- - 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE < CJ1A S ° I� EJ3 $ OJ1A q CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d z 1 1/2" HDG NAILS. ° a ryy CONCRETE TO WOOD FLOOR: T 1A I GT DEG I 1A SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: 3.1 3.1 SIMPSON H10AOR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. - 2. ALL PLYWOOD FOR WALL AND ROOF SHE IS TO BE PER FASTENER _ _ _ D2 SCHEDULE. T _ L ' a m Ln y 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE h1 v O U _ D1 U v v u MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH = H , MANUFACTURER'S SPECIFICATIONS. -- - iI 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS n k, CJ1 II E 7= w =�= 7 ARE TO BE GALVANIZED. 9!! �' r3 II . II II iI I I �- I�P - 5. LINTELS ANDWASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, a _ I' CONNECTERS ARE TO BE GALVANIZED. CJ3 = II II 0 II �� - II II II I n II <A II p CJ3 0 II II II , �I II A II II II II, II II _- 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. CJ5 =_ -- CJS, 11 u n u n n I It u n n u u u u i 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND EJ7A 11 y CLEAR SPAN OPENINGS. a 1 B GT 113 ` 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 3.1 A14G , 3.1 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE N t SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE �72 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I I I 6 IN 1 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER', APPROVAL.' 1 -�0 APPROVAL: I' 10., PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES m p 00 yid ��Q MEMBERS 4 _-- _-- A (sSECURE{p1 c FASTENER, ZF72P8S36, 177"°x27/8"LONG, WITH INASHER@16"OC. q --- _-__ ---------- -8 3 2x1 =I m a 3.1 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END h' _ h UNLESS OTHERWISE SHOWN DIFFERENT. * O ° z 12: WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON Q - RATIONAL ANALYSIS: Z U ___-_ _-- -____�_ - ,ISGIRDER/ US TRUSSES W/2X4 s °'O W 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS W/pXs B 7T0 BOTTOM CHORD' Q mQ I I I I I4 NOTED OTHERWISE. CHORD 0 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING ¢ __ __ _-- --- - ---- - SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC 21PRE FABIlWA ROOF 2 PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE U - TRUSM � �� 0.fix INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECES§PRILY ----- _-_- --------- - REFLECT ALL ACTUAL, CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD ` CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN V2x4 SCUSS B NAILED To DIAGONAL -_ _-�-_- -_-_ ��__ _ _ _- ---_ ACCEPTABLEFOROR FIDELiD CONDITIONS SUCH AS INTERFERENCES WITHITRDSS E CHORD W/MIN 4)10d BRACING/BOTTOM I - THESE JUSTMENTS IN THE END JACK " -- -_-- - WEBBING, SHEETING ETC, IN SITUATIONS WHERE THE DIAGRAMS LOCATIONIAND WHERE APPLICABLE NAILS FOR EACH CHORD BRACING � - - ACTUALTRUSSWEBBINGCONDITIONSCONFLICT,ITHECONTRACTOR SHALL PLACE CHORDCONNECTION7r �- THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. 01 DISSIMILAR BOTTOM CHORD BRACING C END _ _ -- * -- _-- ---- --- o - - Q r A p 1A m 3.1 N f b TRUSSES W/2X4 TRUSSES W/2X4 _ GIRDER/TRUSS LL( - BOTTOM CHORD fA I TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS ANDICOFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. , 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ` 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN - MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. BOTTOM CHORD W/2X6 BOTTOM Z_ CHORD 3 Q U Z O QID O DIAGONAL 2x4 SCAB NAILED TO \-DIAGONAL DI DI ACING/BOTTOM TRUSS BOTTOM CHOR BRACING/BOTTOM W/MIN (4) 10d NAILS CHORD BRACING CHORD BRACING eN i FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONTROL DATE 01/27OL20 CDrvrvECTDR ScnfOULE MITek.. SIMPSON MITek USE SIMPSON Oil UPLIFT GRAVITY Df S. UPLII'I GfAVRY FASTENER FA51[NER 1625 MfTAl6 1450 IS)1DILI 121PLY,(111112 PLY. FMSE04 (8)IRS X1l/2'1-PLV, RE, 1. 1-01, EMBFD4' HTA 1618 METAPl5 LEGO F2 ILI x 11/2'LPUOEIADI (I0)IOd xll(2"1-PLY,EMRTR' (2 HIA 1118 2430 LI I10110tl%11{2^,(8116d DPLY,fMBED4" ()III xll/2'I-PLY,(9) ISO 2 EMBED 4" H fA 16 18]D Ig70 META�16 HETA-m IS'. )SIR (101 IFM x 11/2',(9) FOR 2 PLY, EMefDT' - PLY, (9)3BEx11/z^l-PLr. (8)1Etl 2-0IY. EMBFD4" HTA 23 2W5 421 FEE x1l1/2 ]PLY SIDI (10110tl X 11f21-FLY, EMBED 4' (2)HIA-dT 243U ([)HfTP 20 2.i0D (30)lfitl 2-PLY EMI 111) FLY 2 P1V EMBFD4" 1. ELK (511/4"13 W d8 B.hr A°LM1rr:s WOODI16)10d (7):1/4 21/4' TITf N, WOODll6116I UI 1655 FIBER, 4)BOB %5 Wetl8e E.N. AYhI WOOD(121 ADDS (12)SD51/4x31TOGIRDER, l4)3/8"x5"T"ENhOTOWUT LUGi-3 3380 LGT33052.5 3490 (18)-10dxll/2,IPLYALTERNAIFUSEOF(2)Hl.-20ACERABLf1 ii OHTA-20 2430 DPTA1-20 MGT+ 2480 3965 (16)-10d x11/21 PLY ALTERNATE USE OF (2) XIM20ACCIRTABLE (1)5/8"ATIR IN HIGHSTRENGTH EPO%Y(MIN.12" EMBED), U21 IM T6 WOOD) (1f5/8'ATR IN HIGH STRENGTH fPO%y (MW-12'EMB 01, (22)1 TO WOOD MVGT15♦ 3945 B45 NRY3/4'AT0 { WOOD (9) MASONRY (2) W (2)3/a A 1 R IN HIGH iT RENGTH E%n(.IN-12 FREE D),pd)i iOWEIOD HUGTN 95EX HGT-2+ ID690 - (2)314'ATR. I N H IGN STRENGTH EPDXY(MIN. il' EMB D), hfi110d TO N1AD XOGF3+ 98W HGL3r LIH90 WOOD(8)FEtl MA50NRY(2)3/4'A.T.R 1510 PARALLELED WALL LTA2 1110 PARALLELIO 1210 PERPE NDKUTARTO WALL (10)llldxl9/2 N.)lDc a1 1/2" r LPTA 1470 PERFECT DI CO.. TOWALL VOT WALL 494°. (l)5/8"A.T IN X(6H STP,EN6TH (4) FOR TOP{(610tl FACE/(]2pOtl BACKOF10.V55 pI Sill A.1 IN HIGH STRENGTH 12' EMBE SOS1/4"x3' MUGT15 3945 "f105 STRENGTH EPDXY(MIN. 82"EMBED), (tl).1M IL)(32) (2.}/ft'Ai. R.IN NIGH STRENGTH FPU%V(IN-1S'EMflk)132)SDSI/4'%3" EPDXY (IN HUGE 95]5 (2)SEE 215/8"AT�I_LGH " MTs. 1T5.)2 ' FE,.1 f2 :.1 alFEE(,A) "'I IUS % FIE M W 12 96s HTS-I6 ill, (1611Od%I1/2',(16)FEE (16)I0c%11/2 XTW Ifi HTW 20 ]355 1155 NIX 20 'I'D (]4110d% ]/2". (201N (141 IE0X1 I%2 N nIS24 1I'D (24)IOd X]1/2 (20f161 244110tl x11f2` W24 LSl A 12» 930 L51A 12 r' All 1010d (10)1M LSTA 16++ ]dd5 1STA:18'+ 1235 (141 IW MSTA 18« 13 m MSTA-IB++. - 1BIs 04110d OT)1W (11 ]Od MSTA-24» MSTA-34 r+ 164D T. (1tl11W X, y MSTA-30». 2065 2065 MSTA30r+ 20W (]211M (22)1M MSTA-36+r. ID65 MSTA-36a 2050 126J1W (26)}fb gsf1236 2]65 NSTIa6 30W 36)]Otl XLIR (36)10tl X11/2" `(csla MSTI49 50)0 IS.)F.d %I TIC (48)lDc %112" KT5124E ST. 9g. H6 'US' FRI ES x1BR•,Ufi)WI IB}Btl TG PLATES, (al atl Tosr.Os LMA6 1DC TO BTUD1(6)IE1 TOPWTE (6f lOC xl lf2"TVSfU05 - SR4 875 SET 825 (6) B TO1PAM,(4)8dv1l/2T.R1 (4)11' TO BEAM, l 4)Sda11/2 TOYU}T MP34 bIS IN FI NI ISO% A34 430 (418tlx11%2" XXCP{ 6PL HCP2 590 110)lOtls ]/Z TO iRU}S,(]OJ]Otl XI TOPUME (12)1ERX11/2" F1M 1WU N)1D1x1 /2 TOTRUSS,FXI0d X11/2"T(J IATE OE110SX11/T' BIT. 102D (]tll]Otl TOTaUSS(]OJ WS3 WOOD SCREWSTOWSTW/5/8"THRFADI.I.1 (161-SDS VI' R TO WO °ID51/4'x2112WET . REARED ROD, (2 NUi5/WASHEN/2 PLY MUGT35&PNDW 41 J5 VG'&NDU4 4940 U (2810d T(,TRU55 (]0 W53 WOOD SCREV/STO TW/h/8"TXRFADFDRD 'STJD BOLTSW i -SD 14'i3"LO WOOD 3 3�4 / 161 / 1 I ( S PEAOEDR NLR$ WASHf 2PLY D.2 ( R/ ( ) MUGi15&PHWA 41 ]5 SET &HEIR 4940 J]50 ME/.'A. R.IN YI6X STRENGTH EPDXY, T'.FMBfD11NCONC.,(13)16tl TOWWO (]I SIX AT.R�IN WGHSTREN6TH FP0%V,(MIN.]"fMBf D1INCON .,11311fid TOW008 G,(12)1fdTOWCOO PAJ44 1S35 BJ]S ABU 44Z 2300 11)5/8"A:(R.INHIGH STRfN6TX.EPDXY,(MIN .J"EMBfD)INLURE, 12)]Ed TO WOOD (I)5/BAT.Ii. INHIGESTRENGTP. EPO%Y,(MIN.]EM fD.11N( MAUE6 2455 1600.{ ARU A.2190 LII l9 +++ 13ID ltl[D5 11314" A.} , R. IN ITIGH STRENGTH EPDXY, (MIN.]" EMBED) IN CONC,(DEW TO DOOR (1)3/4 ALR.IN HIGH STRENGiF fPO%Y,(MIN.]"FMB D IN CON :(ffllOd iO4V00D LT519+» I2U3 Il"14"ATR.INHIC. STRENGTH EW%Y,(MIN J" EMBE D) MN..I,(]OpW x l rt/2 TO WOOD (111/2AT. R.INXIGF Sf11ENGTH[VO%V,IMIN. )"FMBD INCON ..pOpOtl TOW00o LT120B+»I 1100 LTT2US HTT4 15C0 445.5 (115/8- A.T. R. IN H ION STRENGTH EPDXY (MIN. T' EMBED) 1N CUNC.,(]8116d%21/Z' (115/9A. I. R. IN NIGH SfHENGTH EPO%Y(CIN. ]'EMB E .I IN CDNC1, 26)16d%21/T' HTT45 4]E0. (15/8"A.T. R.IN HI STNEA.TH EPDXY(MIN. ]"fN81o1.INCONC.. (2611Ed 21%1" (1)9A AT R. IN HIGH STRENGTH fPGYY(MIN, T' f ME E ,) IN CTI 126) 1.6 N 21/2 HTT45 SODS HTT5 HHDIDII SIX SU90 1I810 (l1I-AT.Pt.IN HIGH STRENGTH EPA%V,.�MI.IP'EMBED)INCONC,(24 WSi WOODSCREWS (1}1"A.T.R.INHI6M STREN6TX EPp%Y,(MIN.IU FM ED. INCO t .. (245DSY x2{4'WOODSCREWS UPHUIt♦ 14395 5+ I) VE A. B IN HIGH STRENGTH EPDXY, )MIN]" EMBED) IN CONC(14) W53WOODSOREW5 (1)1/8- A.g. IN HIGH STRENGTH EPDXY. (MIN 7-EMB I IN CON '.,(8) 3/45TUD 30 Li510WWD. PNDSP 852} FIX. 6645 (I)]/g"q.B IN XIGF STRENGTH EPo%Y,IMIN. ]"FMBfD 1N CONC (31 ]/8"AUDBOLTSi0 WO0o FIX T8]11 META fl)1/R"1-BOLTWMIN6"E EBD2NOTifSSTHAN4" FROM EWE OI CONCW/%`4"DIP ITW RAMSET/RUEIAq(113/4"A.T.R. INHIGHSfRFN6TX EY0%Y,(MIN. 6.]4k BEOMENTI NCMJ TOP 111/4'AT.RINB ICHSIIIFNGTH NFM35%12O 2580 71A ! 3.56/I115 3475 SEED pYNA ROLL SLEEVE AN CHOROR fQ W/MIN 5'EMBED INSTALLED IN FACE.()°)1NA AT JOIST FPO%Y,(MIN. fi.JS"EMBEOMENi)"OUTWIT )tl TO BEAN 271D(100%) ED'"" I'D, 2611 {1Li93i - 1101 ]fid TO HEADER, CID) IRE TO W000 1 (10) lEd 10 H RAISE, NEE III TO WE 3325(125%) HO54]21F SHI5 IWOODI 3220(1158i , 6 HUCUR W535CREWS, 110/ISO iO (181/4x2-3/4.. TITEN (E PER FWNGf)tOCMU, (10)1 i0 W0001 - HC4101F (CMJ FEUD 30P.0 (C,dU) 1600 45M ADOOD4""k3 WOO.. uS (2013{16""TAPPfRq(10110tl Til4VWo HJC210-2 i (191114 535LREW5, 110)]M i0 (1811/4"A2-3/4"TREN(5PERFLAVGE)T04MU,p0)1 TOWOO(n HD210-21F(CMUI 1950 308E (CAR f SEGO 4S0® MUD. U5 (20)3/]fi""TAPPf Rr,(10)1NTOWWO HUC2I63 I1,1111" 113XREW5, 130)]Od TO (1811/4x23/4" 111 ON (9 PER FLANGE) 10 CMU CIE) ) TOWOOD. I H0210.311(CMU) 1J95 101, (CMU IB00 410 BI USP 1201 E/16""TAPPf Rr,(1.1 B.TOWWD LOUM26]80 1430 5595 (4)3/8"Nb'WedgeR°k+AniM1o,s,WODD(4 W=WCUDSCPEWS (4)3/8 x 4TI CEN HD ANDFORS(2 PER FLANGE) TOCM,(') IDEA 1/2STAKRFWSTCW0111] LGUM262 2I25 6005 I A 2 U O 0 ~ o m p N 00 LL (D Z Z U Om Q_ Q 4, � I A A1A I - - b 22"x54" I ATTIC I � ACCESS = _� 1 - = I =- - I -_= I -__-= I - =-I -__= I = __A CI _A9 All ` yW \ _ _ J A13 3.1 - _ = 3-1 _ I = A15 Raw. 1A 0 / \Fie/ \ _ --_-- \ /_ \ - \ _ / A16\ .m® l 1 21 C1GE F'a+'ttWa'-".: t?fl!Y'�h� �' .+x'�-,t'rv`.le.."`3';�.d9R£N'�Ir#mmFinn'T ' iS:ti. �`F',.'fTw. _1=, 1.X:. 3. x• +',..% A 7' 8 7 8 13 16A53.1 a :2 tl � 1. 4 LVING PLC 11.011 ,� d ' W ) 4 Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 H WY A1A, SUITJE INDIAN HARBOUR BFLORIDA 3293PH: 321-802-35www.abdesigngroup AA #: 0003325 SUBMV. 8e LOT: CREEKSIDE PHASE 2 - LOT #96 PROJECT# `i 04321.200 096R1 [ODEL: 4EBB "1828-CALI" GARAGE SWING. RIGHT PAGE: , FRAMING PLAN N . :1 0 , AMPH EXP. C mom SHEET S 3 ' ENGINEERED WOODII RUSSE PLYWOOD SHEATHING, SEE ° @ 24 O/C, SUB IT S(iCID 'ROOF/WALL/FLOOR DRAWINGS FO REV``EW SHEATHING AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON A�1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE I HTSM20 W110 1Od TO (9) 10d x 1 L NAILS TO TRUSS (1) SIMPSON H TA16 z "ROOF/WALUFLQOR TRUSS ANCHORWITH NOTE: A PT SYP #2 2" x4", TRUSS AND (4) 1!4" x2 1/4 B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING O a:. (12) 16d,x 1 2" NAILS TO TRUSS FASTENER SCHEDULE 9 1Od x 1 - NA LS TO 6", 8" x 4'-0" MAY BE ADDED TITEN ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5'' ° Wl 1Od NAILS, 2 ROWS, 3" ° ° CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CON RET( ) O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APTSYP #2 2" x4", EMBEDMENT. WITSEDH IN ADDITIONAL PLY EGIRD. R y # SM90b UPI STIFT (2) ED ON N. CONJ�JNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 34' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. ° OPPOSITE, FACES OF ° (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3" CONNECTOR, BLOCK WALL Wl10 10d°TO WITH (12) 16d x 3 Z' NAILS TO GIRDER O/C TO FACILITATE ONE ° TRUSS AN'D (4) `tA" x 2 1/4" ADDITIONAL PLY MAX. TO CONTINUOUS BOND BEAM A-(1) SMPSON LGT3-SD5�2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO ACCOMMODATE TRUSS c CONT POUREDLINTEL 1x2, 2x WOOD FASCIA a < " WITH'(4) �" x 5" TITEN HD TO CMU AND (12)SDS a / - ANCHOR REQUIREMENTS. SEE ARCHITECTURAL ' 4" x 2• ' TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSjQN FGTR GIRDER TIEDOWN WITH ° GALV. COMMON NAILS. ENGINEERED WOOD e r 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD SCIA (2) q" x 5" TITEN HD TO CMU AND (18) SDS 4' x 3" TO GIRDER GALV: COMMON NAILS i SUBMIT SHOP DRAWINGS SEE ARCHITEC UR�L ' C-(2) SIMPSON FGTR GIRDER TIEDOVUNS WITH 12" O/C FOR REVIEW 2x SECURED W1 N 16d MASONRY BOND SZCREWS TO GIRDER EACH TIEDOWN) GALV.S a"ex 3" GALV. CURED NAILS. ( - AND APPROVAL GALV. COMMO NAI - 1x2SECURED /10d BEAM a ' LS ° ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE a 12" O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 FLY)! A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) = 3 PLi' B ALLOVABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART U:2365 LBS L:1430 LBS 2 OR B ALLOWABLE UPLIFT ( ) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) CALLOWABLEUPLIFT = u27o5LBs(2PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR. 1a 1b 1c GIRDER CONNECTORS) SCALE:3(4 1'_0" I SCALE 3/4"-,_0 — 2a Zb 2C SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) a X4 No.2SYP D IAG. 2 2 BETWEEN 1) 2x4 BLOCKING a BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING ;) 0'-O" TO 30:_0�, (1) "X„ BRACE SEAMS) 0 y 30 1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE 'BRACE6'-0" MAX (W/1X4) (1)@NTER TO BLK W/ 1/2" DIA kI 2 "X" BRACEOIVIDED EQUALLY OR 10'-0" MAX (W/2X4) O ANCHOR BOLT W/ 2" O ° v v FROM CENTER TO END. WASHER BET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. BTM.CHORD BRACING, SEE': SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS U a PLANFOR C0 MAY NOT g LOCATION STIFFBACK (AS PER P.T. PLATE W/ 12d's 8" E i REQUIRED TRUSS ENG O.C. MAX � F77_I ) CONT. 2x4 SECURED WI (2) 10d's @ EACH TRUSS BTM. CHORD O� IU BE INSTALLED @ 10'-O" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULt FOR F1 r k 9 BOND BEAM REQ. j^• " 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF { 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEEIIPLAN COMMON NAILS AT EACH CHOR D k y INTERSECTION TYP. I BTM. CHORD BRACING BLOCK WALL W/ GABLE END PRE-E N G' D TRUSS SCALE' 3/4"=1'-O" EJ II � j a li 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/,t'D USED,'SO O FOLLOWING THEY CONFORM TO THE HOLE EDGE >5/8' L/+ N G AS Tfl ky„ HOLE DIAMILOWING TER < 2/5*D SGL. STUD OUTER 1Y3 OF I ° < 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS a ONLY A) AN ALTERNATE. STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN s 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 y THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENTTO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, 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 5 3/5*D DBL. STUD a a ' I o ALTERNATE MATERIALS STUD NOTCHING 11 Q AND , SCALE: 3/4 BORING LIMITS „=r-o" 8 SCALE: 1`1/2,=1,_O„ RevCompiewed l a® ce93 ode Universal Engineering Sciences s ° , 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g n gr o u p. co m AA #:0003325 r MAR 0 ?091 MICHAEL C. ANDERSON AR NO 17305 SHEET A � y i 2194 HWY A1A, SUITJ301 INDIAN HARBOUR BEFLORIDA 32937 PH: 321-802-359www.abdesigngroup AA #: 0003325 Holm PAGE: DETAILS 160 MPH EXP. C MAR 0 5 2021 ICI EL C. ANDERSON AR N017305 13ATE: 03 01 21 ATE: w C tl L d 3 + � ppppppppp ppppppppp r ! ppppp , VTCR SPACING (1) AT EACH END ppppppppp p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. 1 ppplp p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT s BRACE W/ (3) 12d @ EA. 4'-0" O.C.,(AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) r, 0' 0" TO 30'-0" (1) "X" BRACE \� ppppppppG ' 30'-1"TO60-0(3)'XBRACE PR&ENG GABLE TRUSS pppp�pApG ppppppppp (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) ,I PLYWOOD SHEATHING, SEE I h "ROOF/WALL/FLOOR L_ _ SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER TRUSS MFG. SEE ARCHITECTURAL 2xSECURED W/(3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C ANDAPPROVAL SECUREDW/(2)12d's@ PRE—ENGINEERED BOND BEAM EACH TRUSS : VALLEY TRUSS CONNECTION b SMASONRY EE SCHEDULE SEE SCHEDULE GABLE END PRE—ENG'D TRUSS s 2 SCALE: N.T.S. SCALE:3/4"=1'-0" W/ HIP RETURN r a b t k e � y F 4 d 'A s 4I4s q IkE y g a b tl >in e A y Reviewed for Codr> Compliance Universal En®ineedn 3 Sciences F b 2194 HWY A1A, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ng ro u p. co rr AA #: 0003325 tl�rm. STATE OF 'FLORIDA ) MAR 0 5''2021 MICHAEL C. ANDERSON AR NO 17305 J FIRUTT DATE: 03/01/21 SCALE: 1 /4"=1' - 0" SHEET S3.IC cnaLE - END GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE'. SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: a 't Q ■ ■ ■ ■ ■ ■ &VAAA♦AVAVAV�VAVAVAVXV, MW LEA AA♦l vk ♦ . it • • ♦ ♦ 401 i § • • • • •.. • i 1 ♦► Y 4 f R z ♦ � f 1 * r HIP ROOF ■ PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ARCHITECTURAL MECHANICAL ELECTRICAL PLUMBING AND SITE DRAWINGS. CONSULT. NO N -BEARING BEARING WOOD ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ' . ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 202Q ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4" 7th EDITION o ALL WOOD FOR BEAD - ACI 311114, BUILDING CODIE REQUIREMENTS CRIPPLERS, SILLS, E PROVIDE MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL'SLABS-ON-GROUND WHERE INDICATED ON FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF ELASTICITY = 1,400,0 $ DRAWINGSSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE - - " psf COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATEC- April 19, 2021 ALL DETAILS AND`SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO. CORROB41RATE.TETI SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL'CONCRETFe BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE R.. Planning R, Development Services EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EDIDT O FOOTINGSSHALL BE DESIGNED AJID CON$T,RUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HC Butldiri R Code Re ulat1011 D1V1SiOri g g ED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE TH) ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE 1 2300 Virginia Ave. - DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PE Fort Fort e, Fl. 349$2 Pierce, 'TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART ' WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 4 2172 OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOB - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED'BUTARE BY OTHERS SYP #2. THE STRUCTURE f3. DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING . RE: permit # - IS COMPLETE.. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND �: UNTREATED WOOD : D.R. Horton Homes SEQUENCES TQ INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' + AT BEARING LOCATII. Creekside Lot 96 DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. - WELDED WIRE,MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSI'.. Response Letter - ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL _ " THE CONTRACTOR SHALL �UPPLEMENTTHE MINIMUM REQUIRED' FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED S-0" OC, EACH WAY. TO BE DESIGNED AN REQUIREMENT4S AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ` STRESS -GRADE LUM SEALED BY A PROFS '' For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR .REINFORCING STEEL: i -- ..This is an error on the plans. .The Correct callout Shall he 19/32" Sheathing thickness and - TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL. BE ASTM 615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 A CONNECTOR PLATE: MEETING THE REQUI'. .. the correct reference for wind pressures is ASCE 7-16 reference. - It ' GRADE 60 IN MASONRY DEFORh{lED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: Wf THE TYPICAL BENDING DIAGRAM AND PLACING DETAILP OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE', CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS.FOR ME - ROOF: LIVE LOAD FLOOD: LIVE LOAD 40 psf + AND VERTICAL.BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND f' 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR > 36" WOOD TRUSSES. - 10 psf BTM "CHORD -non-concurrent #5 BAR - 30" 47 BAR - 42" TRUSS MANUFA'CTUf'. - PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDITO EACH BEAM REBAR, SEE, DETAILS LOCATIONS WITH GL' DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF I' - : 15 psf TCIP`CHORD 20 psf TOP CHORD 4. ` (7 psf wf ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINED IN CMU CELLS SHALL RCING BARS ALL BE ANCHORED IN THE FOOTING ° � s THICKENED BEAM OR LINTEL SUPPORTING THE WALL AT THE HURRICANE STRAPS 10 psf BTM CHORD 5 psf BTM CHORD SLAB, 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 CONTRACTOR SHALE. - - ' 1 BALCONY LIVE LOAD 60 WALL. I TRUSSES/GIRDERS -' - ROOF WI ND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECONDeGUST RUN REINFORCING BARS CONTINUOWSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAY( NET (GROSS) ASCE' 7-16 ; ► (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLSaAND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS; F' ZONE 1 = 52.70 PSF (62.70) ZONE.2e=.60.50 PSF (70.50) ZONE 3,: = 60.50 PSF (70.50) b ZONE 3e = Q--39.80 PSF (79-80) } LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 1 DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & AI. AFFECT THE` STRUC': - - - - ZONE 2n, = 69.80 PSF (79.80) ZONE 3r = $3.80 PSF (93.80) - AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER: +- - STRUCTURAL ENGIN Should you have any questions, please feel free to Contact rile. - ZONE 2r = 69.80 PSF (79.80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: I PROVIDE ENGINEERI" : '.. ' A"= 4'-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING CON' BASIC WIND SPEED: 160 MPH '. , MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTSLICENSED OF THE PROFESSI. Sincerely, Y> EXPOSURE CATSJORY: 'C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY - RISK CATAGORY: II '. , SHOP DRAWINGS Wift BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STF: - - - APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. ITSHALL BE THE Rf4SPONSIBILITY OFTHE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JO)NT COMMITTEE.' CONSTRUCTION SCF PROVIDED BY THE T i ,PRESSURE COEFFICIENT: +/- 0:18 _ _ _ _ COMPLIANCE WITH CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. L N THE TRUSS,TO STRL - ; ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ROOF OIAPHRAOII ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TOO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Fin = 2000 PSI. BLOCK SHALL BE PLACED USING LAY-UP OF THE DELEGATE ID AD CLADDING WING '. FOR ASPHALT SHINGLE ROOF, USE MIN TU STRUCTURAL DRAWINGS SUBMITTEDWITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. MASONRY WALLS TO BOTTOM OF TIEBEAMS BEFORE PLACING CONCRETE FOR IN GROUT USED ALL TRUSSS TO TRUS SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 : " SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED THE WRITTEN -WALL COLUMNS. TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH ENGTH OF 3000 PSI AT 2B DAYS, UNLESS �' MI Michael C. Anderson FOR TILE AND METAL ROOFING, USE AN WITHOUT EXPRESS PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3181, Florida Architect #AR17305 STRUCTURAL FIELD L SHEATHING STRUCTURAL SHEATHING EXP 1 (32/16)'.(SEE TABLE FOR FIELD AND FASTENER SC H E DU L� WRITING BY THE ARCHITECT. ; COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION - EDGE SPACING) SEE DETAIL. TO CONSOLIDATE GROUT e ROOF SHEATHING TO GABLE END FRAME USE Bell RING SHANK GUN FOUNDATION/ SITE PREPARATION: ` NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' .NAIL REQUIREMENTS ' 1 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 f FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 23/8" 0.113 FJ667 RS RS-01 SCREW -NAILS ' PS,PROPORTIONED EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE b AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR'PROTRU 12194 SONS THAT EXTEND INTO .. - HwyAIA, Suite 301 Indian Harbour Beach, FL32937 • Phone: (321)802-3591 'MODIFIED PROCTOR MAXIMUM DRY DENSI FY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. A ► www.abdesigLigroup:com SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING' SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE 'k GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-CO'IVIPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN'CERTIFICATION THAT THE ' 1 LAP VERTICAL REBAR 6X BAR NO. (48 BAR DIAMETERS)., U.N:O. O - r EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL ` ►, r, USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS ' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE - BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT< TROOF SHEATHING , A CONCRETE: ' CONCRETE SHALL MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, i S' „TI$�°& T: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM - INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM - + I' A36FA36M, Fy = 36 ksi FOR ANGLES, PLATES AND W-SHAPES. STRUCTCI;RAL`TUBING SHALL•6E ASTM IET7Cry TT1TU (INSTALLED PER MANUF. SPECS.) SEE DETAIL A500/A50j1M, GRADE B, Fy` = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = I1�.7IDE 3,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADD5" STRUCTURAL 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ' 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 1 - PHASE 2 ANCHOR BOLTS AT THE COLUMN BASES`SHALL BE ASTM A307 BOLTS. WITH DOUBLE -NUT LEVELING. ALL ' Z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS.�ITH HISTORICAL STRENGTH DATA FOR EACH SEPARRPJTE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F31?5/F3125M BOLTS WITH WASHERS UNDER THE TURNED:hLEMENT. BOLTS LOT # 9 6 ROOF SHEATHING ATTACHEMENT SPACING ❑ CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT XCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZ J , , SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. i - ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD PROJECT# ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD - ' m , 3 CONCRETE SHALL COMPLY WITH AFL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M Oq MEASURING, MIXING, TRANSPORTING, ALL;ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-ELOLTS ARE TO BE STEEL. (] D ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE It BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN 04321.200 096 R1 WATER IS ADDED TO THE. MIX UNTIL IT IS DEPOSIT IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON t , b MODEL: 'L BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A BATCH IS HEh OR LONGER THAN 90'MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT. SHALL 8E THE RESPONSIBILITY OF THE TESTING LABORATORY VO NOTIRY THE OWNER'S REPRESENTATIVE AND THE+CONTRACTOR OF ANY ' 4 E B B ROOF SHEATHINQV LAYOUT e NON COMPLIANCE WITH THE ABOVE. ' 0, ° ` AND ENDWALL BRACING L a "1828—CALI„ FOR GABLE END FRAMING IREQUIRED CONCRETE LOVERAGE OVER REBAR SHALL BE AS FOLLOWS c NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED '. n A 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): .. �' AJtAGE SWING: _ B FOR 1/iFCONCRETE #5 END SMALLER EARTH AND/OR WEATHER', 4 RIGHT TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCIfING @ ` 1-1l2"FOR #5 AND SMALLER a . ` 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2"FOR #6 AND LARGER r BLOCKING @ 16" O.C.FIRST BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER ' r PAGE: , END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-1/2; FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES tJd rn J V Q (n V J Z W Z U ❑ C=7 LI s Y a@ Q U = O CO (D Z ro TYP. EXT. SHEATHING ATTACHMENI zW Z (D C7 w z @ .= U fn O 0 v Z_ C8d RING SHANK GUN NAILS x SEE "ROOF SHEATIMING ATTACHMENT" TABEE FOR FIELD SPACING s } TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF J EATHING (—#8*2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES,& 12" O.C. MAX IN FIELD. UNTyREADED SHANKJTO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 6 v : b TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS � F 1 DETAILS I s i , e a e b s M b q i L 1, P ' FASTENER SGHEWLE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPAQING ' "REMARKS APPLICATION a SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 6" O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MA ONRY . ' 1112" EMBED_ 4" END,DIST., MASONRY / CONC. NAIL 1 1J2 LONG , TO.MASONRV/GONG. NO WASHER FASTENER 8" OJC 1 112" EDGE DIST. SGD, AL. EXT DOORS CASE HARDENED COIL. t '9" O/D : WINDOWIDOOR/ FASTENED GARAGE DOOR BUCK 318" DIA. OR 16 01Bt(319' DIA) 4" EMBED., 4" END DIST., 1x PT, SEE NOTE - NAIL 11/2 LONG STAGGERED N TO MASONRY/GONG. TO MASONRY/CONC. 112" DIA. EXPANSION BOLT 24" O/C (1/2" DIA) 3" EDGE DIST. WIWASHER WINDOW BUCK' I CASE HARDENED COIL 9"O/C WINDOWIDOM FASTENED METAL STRAP Tq'. CONTACT THIS ENGINEER FOR SPACING 11x PT, SEE NOTE 6. NAIL V2 LONG STAGGERED INTO MASONRY/GONG. MASONRY I CONC' REQUIREMENTS REQUIREMENTS 1V124„ EXT. SWING DOOR (2) 3/16 DIA i i'TAPCON' 18" 0/C ' b 1 112" EMBED, 8" END. NON -BEARING WOOD 1/2"O EXPANSION�K "EMBED. 4" END BUCK 2x PT, SEE NOTE 5 NO WASHER - FASTNER DIST., 1 112" EDGE DIST WALL TO CONE SLAB W/ WASHER B OJC DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' RAF x 21/8" ' 9" O/C 4" END: DIST 1 112" PT TO 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 FRAMI NG BUCKS SHALL BE. AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE, HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASWENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUOKI3 SHALL BE AS WIDE OR WIDER AS THE .DOOR 'OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WIT1H&A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W! TAPCONS OR PAF fO THE SUBSTRATE s i O Reviewed Compliance Universal Engineedn(, Sciences ,g L/ r MAR 0 5 2021 t MICHAEEL C. A�i" DERSON AR NO 17305 " tea ■03/01/21 mil .11 LH : 1.6 i \\ f 4 u r 5 5 e a a el' Planning & Development Services Department - _ Building Regulations Division g & ,.. Xle - • ,«.. Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description I Method of Attachment Building Design Product Design APPROVAL REVISION DATE. Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with t f sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as ' FL17499.Z R 10/08/2023 SH Window 185 SH MI Window and Non, Impact shown in elevations and installation details.For anchoring through frame into masonry / (-48) (+50) / (-50) Doors concrete use 3/16' tapcons with sufficient{+38) length to achive a l 1/4" minimum 1* embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with r sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in t installation details.Foranchoring through frame into masonry /concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 R 12 3i L024 / Vertical Mullion 5764 Doors Non Impact p 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) „ y# For anchoring through frame into wood framing or 2x buck use #10 woad screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as a" shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum ;r FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors No Impact embed. Into substrate w/ min 2 1/2' edge distance. Locate anchors as shown in +38 48 ( ) / ( ) +60 EO ( ) / ( ) P :_x installation details. framing or 2x buck u screws with For anchoring through frame into wood am use #10 wood scre g g g � sufficient length to achive a 1 3 8 minimum embed. Into substrate. Locate anchors as g i shown in elevations and installation details.For anchoring through frame into masonry I MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ mih2 1/2" edge distance. Locate anchors as shown in (+33) J (-41) (+48.2) / (-48 2) installation details. 1/4" concrete screw 6" edge distance @ head'; 4" edge distance @ jamb, 4" each side Opaque sin le g of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FLZ0461.17 R6 1 021 12/3 /2 Smooth Star Therma-Tru 'N A / Min. embedment of all anchors to be11 1/4 ��:' +36 / 47 ( ) ( ) - +47 / 47 ' ( ) ( ) door with transom FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/A 3/8 x 2-3/4 Hilt! sleeve anchors 6 from ends 22 O/C " (+29) / (-35) (+36) / (-42) PENDING APPROVAL Door 3 8" Simpson Titen heavy duty screw'anchor with 1 1 8' OD washer into rout filled / p Y Y / g CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Gara a g Max fastener spacing of 20 . 3/8 dia. X 3� long lag screws with 1„ OD washers with a FL8248.11 it R20 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A I 1 9/32 thread penetration into seasoned dry wood,; upporting structure. (+29) / (-35) (+34.4) / (-38.3), 3/8" Simpson Titen heavy duty screw anchor with 23/4" embed min 6" between jamb fL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177, 180- Overhead IN/A and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) (-38.3) PENDING APPROVAL .Door (ALT) 185 187 Use galvanized zinc coated roofing nails 11 or 12 gauge, " ' z with at 3 8 dia. g ( g � g g / heads, long enough to penetrate through plywood or 3/4" into boards. ,Use 4 nails per ' I .shin le lace 6 1 8 above the butt edge, approx. 1 and l d b3 from each end and 1 2 g P g/ FL30310.1 R1 12 31 2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the FL15216.1 R8 12/31/2023 Underlayment RhinoRoofU20 Interwrap IN/A field. ' FL5259.1 R yE 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive .. (Alternate) I FL17 322.1 R 7 12 31 2024 Underlayment (Alternate) ) W a herMaster 100 '. et Atlas Roof! CorpA g a / Self adhesive '.. R1 12/31/2024' Underlayment shield Granulated Owens Corning N/A Self adhesive FL34546.1 (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19$67.2 R2 9/21J2026 Off Ridge Vent MMI MILLINUM METALS I IN/A Install per manufacturers recommended requirements. N/A N/A (ALTERNATE); R1 12/31/2024 f' Soffit rm Soffits Varifo o s Pl yGem N/A Install per manufacturers recommended requirements: (+31.6) / (-38.8) (+157) / (46.1) FL33919.1 12/31/2023, Install per manufacturers recommended requirements. FL15272.1 R4 (Rs) APPROVAL PENDING Soffit (Alt) T2 Alside N/A (+31.6) / (-38,8) (+75) / (75) 1/4" x20 stainless steel or ELCO Parelmate with minimum embedment @ 13/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete /mason 2 1 2" min. edge distance 1Z' o/c max. spacing. Can be headed ry, / g P g• N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 14 x20 stainless steel or Panelmate with / t O +nn minimum embedment @ 1 3 4 in FL16293.1 R3 12/ 31� 2021 Hurricane Panels 24 GAGE Hurricane Storm � IN/ A concrete / masonry, 2 1/2" min. edge distance, 12' o/c max. spacing. Can be headed N/A (+45 )/(so) 6' span or more panel MFG. screw aralhthread but with wing nuts. FL17147.1 IRS 6/27/2021 Zip System Wall Sheathing Huber IN/A Install per manufacturers recommended requirements. N / A N / A Sheathing James Hardie l Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding C@friplank Building Products, N/A RevilewedforCode Compliance Inc Univer al Engineering'; .x e R7 1/1/2055 I Joists (2 Story ICI ESR-1336 N/A j FL1392.1 - Install. per manufacturers recommended requirements. Only) J 4. CONTROL DATE 3.30.2i 0 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325aft J 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325aft J V W W � Q 0 O � 7 O q V hry Iq q � 0 I LL[ii ' IISTUIBDIV. & LOT, S`I' LUCIE COUNTY MASTER PA 'aROJECT# JMODEIc EXPRESS SHINGLE � ilAIRAGE SWA: - m. FPAGril, MPH EXP. ARCHITECT: STATE OF FLORIDA r MAR 3 0 2021 MICHAEL C. ANDERSON AR NO 17305 F31RINT 03.30.21 DATE: I SCALE: 1/4"=V-0" SEIEET P ( 1\