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HomeMy WebLinkAboutBuilding PlansIMF if � � s ate°°�aa�� NE O 10 E =27 V E N � M T z :: GA:.� E, 3`dsm� ­r. d , � o-' STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUII.DING CODE, RESIDENTIAL, ARV. ABOVE LAV. 7M EDITION (2D20) A/C AIR CONDITIONING LUM. g 4I "AMLOCAL AND STATE CODES ADJ. ALT. ADJUSTABLE ALTHRNATE M.G. MFR. AMP AMPERAGE MIN. 1 DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 BD BOARD M.T. -CONSTRUCTION TYPE - VB CL CENTER LINE MTD. MIL. i 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CAB. CABINET CLG. CEILING N.T.S. PALM BAY, FL 32907 - BASIC WIND SPEED - Vult=160 MPH CLR. CONC CLEAR CONCRETE O.C. PT. :I = Va$d-124 MPH ,'. TEL: (321) 733-7092 -_ -EXPOS URE — C CPT. C.T. CARPET CERAMIC TILE P.B. PH. FAX: (321) 733.-7972 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D. DBL. DRYER DOUBLE PLT. PLYWD. AND STATE CODES D.G. DIA. DUAL GLAZED DIAMETER PIC P.T. rl DIM. DIMENSION R DISP. DISPOSAL RAT). DP. DEEP R.A.G. _ •-__.., ....,.asr4..;.,,,.-�.�, _. E�... .�.,:,.�rrea-......:.. li DR DOOR RTiF. RM. STATE OF FLORIDA r„�" A",� 6 x_-. ..: D.S. DTL. DOWNSPOUT DETAIL R.O. PROFESSIONAL ARCHITECT: " D.W. DISHWASHER S.C. I,+ EA. EACH S.D. MICHAEL C. ANDERSON LIVING ', 1916 SQ.FT. ELEV. EQ. ELEVATION EXHAUST S.H. SHTHG. GARAGE 430 SQ.FT. AR N o ENTRY 16 SQ. FT. EXT. EXTERIOR SHWR. .17305 LANAI 80 SQ. FT. F,G.iFx. FIXED GLASS S M � , F.G.FUEL a. GAS SI. A.B.' DESIGN GROUP, LLC TOTAL 2442 SQ FT. FTN TLR. FINISH FLOOR SI. Gi. STD 2194 HWY AlA, SUITE 301 FLUOR. FLUORESCENT SWS INDIAN HARBOUR BEACH, FL 32e A/C VOLUME 164.�1b CU. FT., FR. DR. FTp. FRENCHDOOR FOOTING TEMP. Tel: 321) 802-3591 ( qqk GA. GAR. DISP. GAUGE GARBAGE DISPOSAL K. T.O. T.O.C. k. B G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. .GLASS TY P. r'I GYP.. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB - - DRAWING / CONTRACT DOCUMENT H.C. HDR HOLLOW CORE HEADER V.F. W. REVIEW BY BUILDER HGT OR HT INSUL. HEIGHT INSULATION W, WD. INT. INTERIOR WOW, THE BUILDER ASSUMES ALL LIABILITY FOR W,H INTERPRETATION OF THE CONTRACT DOCUMENTS W.I. i IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEEDOF FURTHER DETAILING OR EXPLANATION IN jORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING: SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN B.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN 1 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO I RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. } F .y.... r REVISIONSINDEX OF DRAWINGS r_avAToxv DATE DESCRIPTION LUMINOUS MEDMINECABINP.T 01n6n5 CD'S ISSUED ARCHITECTURAL SHEET ## DESCRIPTIOr,l MANUFACTURER 01/15/18 2011 FBC UPDATE - - — _ -- MINIMUM ---- PG Cl-COVER SHEET METAL THRESHOLD 01116AS CD'S RE -ISSUED .MOUNTED ---- - — - PG GN- GENERAL :NOTES METAL 02/21n8 I SIDING ELEVATIONS ADDED - _ _ PG Ai -FLOOR PLAN NOT TO CENTERTvrL ON CENTNr 03126AB CD'SRE-ISSUED PG A2C—ELEVATION "C" 04n9/1a FoorlN� REVISION ► R M. sowEs PG El --ELECTRICAL PLAN PUSH BUTTON - PG P1—PLUMBING PLAN PHONE 06/21/10 CD'S RE -ISSUED PG MT-MECIIANICAL PLAN -PLATE. PLYWOOD 02/15/19 ADDED CURBLC°, FC1OTCR AT GARAGE DETAIL FORT MI ER PC D1--DETAILS PAIR _- — . _ - - I'G D2-DETAILS PRESSURE TREATED 02/22n9 PLAN MAINTENAN' RISER -- --- PG WA1-WALL ASSEMBLY DETAILS RADIUS 03128AS REVISED LINTLI r LE AT FRONT ENTRY DOOR —_ PG -WA2-WALL ASSEMBLY DETAILS RETURN A TR GRILL 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) PG WA3-WALL ASSEMBLY DETAILS REFRIGERATOR --- — PG WA4—NOT USED ROOM 04/24/19 REVISED HVAC VOLUMES ON 5QFT GALL SCHEDULE (MELB.) ROUGH OPENING I PG WA5-NOT' USED SOLID CORE ExT DR 06n2n9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) PG WAIS-WALL ASSEMBLY DETAILS SMOKE DETECTOR SINGLE HUNG 06/21n9 ADDED LED LIGHTS a KITCHEN t BATH PER MARK BOWES SHEET SHEATHING 01A9/19 ADDED STONE OPTION ELEVATION '.0 4 D (TAMPA) _ ---_- —_ SHO MI` SLAR 09/11A9 ELEVATION SIDING -ADDED LOUVER ® GABLE ROOF SLIDING ' 10/25/19 ADDED OFT, V-O' CEILING HEIGHTS SLIDING GLASS a ---.— .._--�- STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS .SHEAR WALL SECTION 04/01/20 WV15E ENKAVENT RADON PLAN DIMENSIONS THICK DC;Lnss THICK04,/09/20 OPT. W-O' CLa HGT.- ADDED LED LIGHT IN FOYER . _ TOP of CURB 04/09/20 OPT. 8'-0' GLCs_ HGr. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY TOP OF PLATE _-- ,TFYPI(nsi-AE 05/m6n0 ADDED ELEVATIONS 'L' +' (OR1) STRUCTURAL SHEET # UNLESS NOTED 01A5/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) -__—__— OTHERWISE PG S1--FOUNDATION PLAN VAPOR PROOF 01/01/21 2020 FBC UPDATE WASHER --- ---- - PG S1.1A-DETAILS WITH PG S1.2-DOWEL PLAN Wool) PC S1:2A- DETAILS ATE R HEATFR — '� PC S2 -LIFT BEAM PLAN AND NOTES WROUGHT IRON PG 52.1A--DETAILS PC S2.2A-SAFE LOAD TABLES PC S3-FRAMING PLAN PC S3.1A DETAILS PG S3.1 B DETAILS PG S3:1C-DETAILS PG SN1-DETAILS k a DESCRIPTION APR 3 U 2021 ST. Lucie County, permitting Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 s Mz � T: CREEKSIDE PHASE 2 f LOT #8 PROJECT# � 04321.200/008R1 M03DEIx I, 4EBB L "1828-CALI" `iGJ RAGE SWING: RIGHT - I PAGE: COVER 0 SHEET 160 MPH EXP. C ; PRINT DATE: 03 03 21 l SCALE: 1/4"= V — 0" E SKEET C I GENERAL NOTES WE 11119M 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWIN+,<. FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBR S BY, FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS THESE OPENING PROTECTEO S SHALL BE 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 ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. i 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL_ DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TOT E ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH I HE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN 8" IAYFRS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE a AND COMPACT TO 95/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-701„ E1. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUC ION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE. RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, ECHINIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE RE UIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE C )NTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" 6EYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITE TIEN 1NEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY LN IIJf I kl I.. HOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDE:_' C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMI I F PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPI ETION OF THE PURPOSES SHALL N ED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE NOT BE PERMITTED. Q IPP D WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, N A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED 0 T THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS N T L SS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATI G THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT:- WHERE THE SEPARATION 1S A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHAL AL O BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. n: f si I a N s UMBER 1. ALL W000SAND'WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A 1f,lERICAN INSTI IUFE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B NJ JjONAL FOREST PRODUCTS ASSOCIATION: I NA FIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION (; S(PJTHERN PINE INSPECTION BUREAU. i ANDARE) GRADING RULES FOR SOUTHERN PINE LUMBER D i'I PLATE INSTITUTE. I NATIONAL. DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) F THE ENGINEERED WOOD ASSOCIATION: NGINFERFD WOOD CONSTRUCTION GUIDE F.'' \t,L_kICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2 Al 1 ! Ui IRF I), LXPOSI 1 0 WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. I 3 MIN111 w1 NAILING PF IH;,PTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4 NO 1(THINGOR CUT I II1r; 01 FRAMING M1_MBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. (i V�A I_ : IFATiHING SHAI -L BL PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. MINIr\II jM D114NSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. I PLUMBING 1 SANITARY LIES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3 CONDENSATION LINES SHALL BE MINIMUM %"PVC (SCHEDULE 40), INSULATED WITH Y2 AMAFLEX, 4 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5 ALL CLEANOUTS SHAI I BE FLUSH WITH GRADE. 6. NO VENT STACKS SHAI I PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLFANOUTc; SHALL CONFORM TO FBCR SECTIONP3005.2. .01 FIXTURE SUP I Y SIZFS SHALL CONFORM TO FBCR SECTION P2903, 9 THE i L.UMBE IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. n 1 Dkll I LNG P N(,TC ' C' O x ,HIN � _F WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1 ALL FXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR ( THE 4JAI I f ,, F 1bR COMPONENTS DENTS AND CLADDING. LOADS IN ACCORDANCE WITH FBCR TABLE R3012(2) AS MODIFIED BY FBCR TABL L P,;01.2(3), MAN LIF ACTURED SOFFITS SHALL BE TESTED AT 1.5TIMES THE DESIGN PRESSURE EXTERIOR_ FINISHES 1 WHEd PI ASTCRING WITH CEMENT. PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APR[ IFn r?, I IR PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN ,, 1 j G' 1l2" THI+ K.. WHERE APPI IFD OVER MASONRY OR CONCRETE. ,T J( t IORTLANI . ,E MENT PIASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 11STM .+L6 1 9b, ASTP1 C 101i ,-19a K ASTM-C1787- 3 LATH K. ACCESORIES P+ P '.: JM-C:-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS; INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE I'PFNETRATIONDFTAII_S VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS VANDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4_ SHALL EL INSTALLED PER ASTM-C1063- 19a AND R7037. FIRE RESISTANT 4 W S UCTION UNDER STAIRI PROTECTION 1. ENCLOSED ACCESSIBLE SPACE LINDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. D(TEMIOR CEILINGS 1 EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" (,OI D BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" T YPE"W" DRYWAI L SCREWS AT 12 O C (PER MANUFACTURER'S SPECIFICATIONS) CONSTRILII",TN *ERVATION ,),,I r,I�Ui I 'I RVA11, ski v1Cl CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S FR 'ICF'. ROJF( I 11 IS UNDF+� I' lA '+ND AGRI I I 1 HA1 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OFIIIEDII:iikR PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIL)I D 1 1: iE B+)ILDI R 1 L BU11 1A R ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUu FION OBSERVA I 'k T4 I y Reviewed for Code Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH„ FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 M d (F I I s J_L_ CREEKSIDE+ PHASE 2 c` LOT #8 r PROJECT# 04321.200 008RI MODEIz 4EBB "1828-CALI" GARAGE SWING: L� RIGHT L= PAGE: I GENERAL NOTES xj ky � r i0MPHE)'.2', C " STATE OF FLORID MAR 12 2021 1„I1C*4A I C't_ ANDERSON ,� R N ,I ,^, 17305 b''�w M r t �' � DATE I SCALE: 1/4"=1'-0' .I SHEET G (.? 3ROUND WIND DESIGN SEISMIC I 5Ul5JECT TO DAMAGE FROM SNOW spl TOPOGRAPHIC DESIGN IUEATHERINW FROST LINE TERMIT LOAD (MPH) I EFFECTSk CATAGORYrI DEPTHb NA 160 C NA jNr=GLIGTA5Lr= NA VERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.5A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 121-411 v a 101-411 @ r v r e ,n 0 Ial (2) 3052-SH JINTER TEMP' ICE BARRIER UNDERTLAYMENT REQUIREDk I FLOOp HAZARDS a I AIR FREEZING I INDEX' �=)ESIGN TE11P! 42 NA jal SURVEY1 NA I NA 39 IS' Im'-m° • 27'-0 : ­7 Ell 10'-0" I COVE RED I I 8,-B, CLIS. I 1 a 6068 SJ.'s.D I ROOM RG �o 8,-ROOM CLC% r 8R CLGM _ B 2X8 17'-4" s❑ (2EGRESS H BEDROOM #1 V-8' CLCs. 6 11 7 5 414„ 6,vril � 4 C. I It 3'-4 4➢ 1 N o `� `/• I IIuK=•) 4 IR-ISH � V.=1 b3S 1 ro wic. sills' a& B' B CLCs — — — — — 71 �— ---•+ II m — — r — — — _ — — r. I w —I 1 1 36'x1b C. V. SHWR. PAN -71 MF1i I.rom, LI--- W/ ENCL = 3'-011 11 2'-S° b24 SINK 1R-1SH -- 3-8 a sb36 AKUM � Ir�—n II NI ry_@ El 2.g Al 8�.g� CLCx io �8'--8' PAN. 36 RANGE b36----„ 2 -4 6'-m° 51�511 '-8' CLCs. d _ _01 3- O V. ARC '� L Q-y I BEDROOM #4 N C -- � DEN :r 1% °� I I' -a" I NN -m" 2'-S" v 3 -6 4 4" -a' -all IIYY 'n B o ry,47 e to e o ii= AI2N - 2 BEDRO0M#3 3,_4 6 _8 3 _811 EJ1 e o 11 fW r— 22—x54-- -1 '' OND - I r — II LAY. B II= I ATTIC ESS �1 � L ACCU U AI I Ia n BOLLARD `r J)If- BATH #2 ?8 1 I I Q AS I 8'-8' CLG. 1 I I PER BLDG CODE 0 GARAGE _e _ V. 8'-8' CLG I N ] BEDROOM#2 Q 5 W 91-811CLa ry m 36'X12' MT. T NS. :1 5 I/2" 3'✓ W-V CLfs' (2) 3052-SH ® I v m ARCH EGRESS .. — — — — — — — — — — — — — — — — — — — \— 101-2 2 6'-0" 2'-8° 14'-0" 4'-4" 1 11 21-4 FLOOR FLAN SCALE 1/4' = I' NOTE: -2-8 LOUV, DOOR W/ AIR ,,ANGLER ON METAL STAND OR 7-8 SOLID DOOR W/ RETURN PLENUM ANC RETUfI AIR GRILLE. - VERIFY CONDENSER PAD LCGATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE CAf &GE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5'(35 MM) THICK, Cam; 0-MINUTE HIRE -RATED DOORS. EGRESS NOTE: DO NOT SHUTTEFr=F`:h)NT 'DOOR'. FRONT ENTRY DOOR TO BE EGRESS POINT WHf ^3 � t : HOME l y SHUTTERED. - REFER TO BUCKING, DETAILS FOR BWCKING AND RO NOTES. -FRAMED WALL SEPARATION BETIIZEN THE UNCONDITIONED GARAGE AND CONDITIONED SE' A,SHALL "AVE AN INSULATION R VALUE OF R-13, F'IL.ING R VALUE TO BE R-3E' 'i.l 4TION A50VE CONDITIONED -ILOR GGNSISTENGY, T114E ,/OLWh11- (-A GULATIONS ON PLANS ARE 'PROVIDED BY Ta-1 I'1VAG AND ARE OF THEIR CL✓BEST ALLOWA"-i-1_- SOFTWAF1 ERANCE5 OPENING INFORt-1-A l'ION 8FL'Y)U' �EGTL ' '"FROM THE PLAN SET. U- VALUE AND 'SHGC-r ARE I !FC I£! PROM: 'FL) BY THE MANI.II-ACTURER AS LISTS I iN i 't tw,ESPECTI VI` =RODUCT SF EGI=ICATIONS IFNihl(s CJYER44ANG SEPARATION U ,,, AI ,JF? - t l 2 3 I 0' _ _0'_g• ,z j �9 132 35 119 0"._ r1 I L9' Tj d B' 35 79 kA41t3 b. �� .. . lit KTERI©R MASONR'1 SQ,F CALC., ALL BRIG. HEIGHTS LIVM 4 191b SGi T. IARAGE sills' $RCs. TRY LANA] Oy�..55/�f(J, iZi l�a�s• k: 10'�S+ RiS. r..� I ,, TOTAL 244 SQ. FT. .r" _..> 00000,01 A/C VOLUME' 164.1"7b CU. FT. 2194 HWY AIA, SUITE 301 =4'IMIRG. INDIAN HARBOUR BEACH, ' FLORIDA 32937 ` PH: 321-802-3591 www.abd6signgroup.com ` *- Y AA #: 0003325 1r ,a F BASIC WIND BF "CIE FOR 3 SECOND GMS OPENNIM AM TM SOIIARE FOOTAGE ZONE MID MIN. WINrRITEDOW 10 5 !34E/-4r2 EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA a; S.G.A. MIN. 41 5 CRITERIA la :r a 00,10 O.HD- 56 5 2111, 12'xI2' SOFFIT 1 5 313/-45.5 ed BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. _ 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT ` MANUFACTURER. COWRIXDA78OW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. i ARCH DTL. B SCALE: I/2 1'-0" N I 4" DBL F TOP PLATE Epppi 0 BAR DETAIL A SCALE:In'=1'-0' Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. 8c ]LOT 1 CREEKSIDE PHASE 2 LOT #8 PROJECTS 04321.200 008R1 ' MODEIZ 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: - 1 E "I FLOOR E PLAN J 160 MPH EXP. L �a STATE OF FLONDA eeIl _ III MAR 12 2021 Mll s 0. ANDER30N [1 kPl /! 0 PRINT DATE. 03/03/21 00=11-011 s 1- SCALE:1/4 i i SHEET AI TO CONTROL EQLAL TO CONTROL JO SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6" RAISED 8 BAND (T'i I iS S'-8 BRCz. HC:T. A WA -0 11 16'X60" FYPON DECORATIVE SHUTTERS OR 4� EQUIVALENT A I I 4' RAISED Tyr - BAND (TYP.) 0'-0" FIN. FLR FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 5'-13E3RC3. HCzT.� 1- Y _o+/-19'-O" 5LDG. H4GT- 4' FREIZE SAND BRCS. HG7 OPT. COACH LIGHT 9 1A FIN. FLR. V-8" E3RCs. HCzT.� �I 4B A TYP. I I V I 0'-0" FIN. FLR. 14, "Aw L - — - — - — - — - EA M � v I ELEVATION SCALE: 1/4 = 1'-0' OFF RIDGE VENT 12 12 i 4B TYP. l ®' 0" SIN. FLRr - - - — - — - - -- --- - — - RIGHT ELEVATI ON I SCALE: 114 = I -0r TEXTURED E RED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RI IENT 1�6 6la � JIIQE ----------------------- --- ---- 1'-0" — - -71 II I, 4B v A r I I TYP. r 0'-0" FIN. FLR.,y LEFT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH fi'8 _P ��RCz_ HC3T. 0'-0" I=IN. FI-R. 45 A II II ------ I I oO'-O" FIN. FLR. eee Se DECO• D��. A SCALE: 1/2 = -0" MODEL 1828-CALI-4EBB AREA OF ATTIC - 2450 SQ. FT - NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA - 2450/300 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 N UPPER PORTION OFATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA - 138 SQ. IN. PER VENT (net free area) TOTAL #t OF VENTS REQUIRED = 3.41 TOTAL if OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance. Universal Engineering Sciences 14 2194 H WY A1A, SUITE 301 o INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngroup. corn AA # 0003325 SLJHDIP. & LMVA CREEKSIDE PHASE 2 LOT #8 r PROJECT# 04321.200/008R1 4EBB i "1828-CALI" 1 �VIGARAGE SWING: 10 I RIGHT Y ,EVATION 3 a. r1 f=; pp K +. MPH EXP. Cyiv K I; MAR 12 2021 I Alga mi 1736 PRINT 3 03 021 / / DATE: SCALE: 1/4"=1'-0"° I SHEET 4 L 2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - , 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET V2 OF OUTLET WIRED - - TO SWITCH 6FI 110V OUTLET EQUIPED uVoil HAUL INTERUPTER (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION 7 GROUNIP GFI OUTLWATERPROOF INTERQUPTERT SWITCH SWITCH 3-WAY OPER_ SWITCH 4-WAY OPER. WALL MOUNTED r� LIGHT CEILING LIGHT O II LED CLG LIGHT .. O LED VAPOR l.'.' PROOF LIGHT d VP VAPOR N,... LIGHT RECESSED CAN�.r.� VENT. FAN 1 CFM PER SQ FT. VENT. FAN W/LIGHT 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'$ TBD BY BUILDER) ® 4ES FLUORESCENT LIGHT BlJ 2-L6 WRAP AROUND (RECESSED) 4'X2' FLUORESCENT LIGHT 2-BUL5 WRAP AROUND ' (SURFACE MI ..®.,_e... T FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT '. PANEL METER 77 „ S D. SMOKE DETECTOR BAIT. BACK-UP w/ HAI®wIRE WALL MOUNTED BATT. BACC-UP 8A. SMOKE DETECTOR ® S/CO CARBON MONOXIDE SMOKE DETECTOR I50 BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL - ... - PENDANT LIGHT NATURAL GAS OUTLET ,.......-_. TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING SEE A/G DISCONNECT Al ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED JO J_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT II LIGHT STRIP 36' INCANDESCENT LIGHT STRIP n t7Ao i 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PB. FUW-BUTTON FOR GWIMES -- USB PORT `---- • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED o HOMEOWNER PRE -CONSTRUCTION MEETING. r ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS Or FMCR 1TH 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 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR TTH EDITION (20202 • 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 FBGR 1TH ED (2020) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1T44 ED (2020). ALL LAMPS SHALL BE SELECTED BY BUILDER A42 159L OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBA, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, dth EDITION R404J CEILINEx MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN `-------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-V WP Panel MAIN - A PANEL: %ii 1 vl-„-:III Inr,lkFr VOLTAGE: i, ro / `'4U v -11'h MAIN: 1.`J'U Amp M.C:.13 I #1 t iaTNll,rfl- I - #FCufUjinl lfZ'G. OR 3-#i210ALTHWN&1-#FiCU(G)In1112"G. Wire P"I.+ :Bki. Dn w.iipuon UV atis circuil Circuit Watts Description Bkr Pole Wire #12 'I ,'l 2 Space E tenor He- i, kwl,. IT I for n If Space _.1*8.... #12 1i5 Ini latier, Hump 00ti 3 4 5304 A1C.CU_1 35 < PANEL - A PANEL: 4' -.11 l neaker VOLTAGE: 120 / <40 V -1 Ph MAIN: 150 Amp M L 0 Fl l i'11 3 M1 CuII-IVO1%9, 1 #6C,Iti; ii111/2"C. OF? 3-#210ALTHWN&1-46Cu(G)in11/2''C. Who pole Rk, Description watts circuit Cirl;uit Watts Description Bkr Pole Wire [i L' I [, En�atl ,Iq liaur:e I-7i?:i 'I 2 800D Range 50 2 Ho"i GTI 4 1�r,;, -- C 4500. Water. Heater 25 2 #10 7 8 r nunq I on, I vhK .,rid 1- r pi ;cle" 1, Irr1 l 9 10 12;?0- Disposal GFI 20 1 #12 ,r l" 1 P,iPi C.'ra 11 1 ,1--, I:'. it •. I 1? ' illfe Dishwasher GFl 20 1 #12 lth u21_I-.i11 "Irl 'Inn 1 14 3000. Dryer GFI 30.. 2.. #10.... I 18 1`,;A7 Washer GFI 20 1 #12 11' 20 1000 Garage Doan' Opener GFI 20 1 #12 �On 1 '_._ 120U Garage Lights and Receptacles GFI 20 1 #12 _- _- _ - — _ -- __- _ _'4 900 Bedroom#1 AFCI 15 1 #14 ., F. ` <+, 9110 Bathroom #1 AFCI 1 T #14 900 Extenor Lights and Recept GFI 15 1 #14 T) 1000 Irrigation controls only 20 1 #12 ,.pace t :32 Space - pace ` �,3 04 Space Space 33 Space ..11l Wlf, +.In 1 15526 :! Ju Space 41 42 Space Loan �u jr•, I to deman I laclol r ru.ulalionsl IInF 1�(,itiU 2i600 Load subject to demand factor calculations / line Demand Factor Calculations Total load sub1e i to Iehland factor _. .13++=d10 ABBREVIATIONS: _ AFCI: ARC FAULT CIRCUIT INTERRUPTER I II st.IWUO vdatts it IOrr;., __ InJOU_ NC. NON -COINCIDENT LOAD I2emaining wraps tl. I I.440 GFI: GROUND FAULT INTERRUPTER Total AfC loaf ""` 1 "'' ' alt` U9 LOAD CALCULATION IS BASED ON A!C NON -COINCIDENT LOAD I I?,tnl Mops l•.?.f,, ll ,It.a 14<.13 General Lighting & Receptacle Load Tot�,I u_. -iquaie Feet 1828 General Lts 8 Rec 3W / S9 Ft 5484 16 Hats 1 at 65VWLi ht at 100% 65 Total General lights & I (Watt$) 5549 `C enelal _L is & Rec Panel A II I @ I ' I I � I it LED LIGHTING ) DOUBLE LAV. BATH 01 r? .AMP ELECTRICAL RISER r TO SCALE --.- ERAL NOTFA� LECTRICAL t1ATERIALS AND INSTALLATIONS SHALL LY WITr I E, LC1RICAL PROVISIONS OF THE EDQ rq 2li IAGAL CODES; AND ALL LOCAL POWER ANY REU),REMENTB. TALC L ONDUGr0R9 SHALL BE TYPE THHN/TLLN HUNLESS I'ED OTHERWISE, I POWFR COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECCKDAl ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" CIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 #2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID- Ckts# wattslckt I Total watts 91 6171 5549 Reviewed for Code Compliance Universal Engineering Sciences o ° I I- L. I 1140" �1----- LED LIGHTING @ SINGLE LAV. BATH °2 PROVIDE 302/0 CU, THINN + INS CU IN 2' CONDUIT OR 3 04/0 AL, THIN a 1% CU IN 2' CONDUIT OR 2/0 AL. S£.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCL08URE 150A2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP D/240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMkTJT —� 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/11" CIA X e FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & 7OT: CREEKSIDE ,t PHASE 2 LOT #8 PROJECT# 04321.200 008R1 ; MODEL: 4EBB "1828-CALI" GARAGE SWING: 01 RIGHT PAGE: Ij ELECTRICAL PLAN la ra 160 MPH EXP. C STATE OF FLORIDA MAR 1 TIM. MICHAEL C. ANDERSON AR NO 17305 PRINT AT03 03 21 DE• SCALE: 1/4"=1'-0" SHEET EI I c a 6 PLUMBING PLAN SCALE: 1/4 = V-0' A A . i Tl III (ALTERNATE RIGS IT) PLUMBING RISER DIAGRAM KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I I Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE F INDIAN HARBOUR BEA( FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.cc v AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #8 1 PROJECT# 04321.200 008R1 MODEL: 4EBB r�. "1828-CALI" GARAGE SWING: RIGHT PAGE:' 11 PLUMBING PLAN 160 MPH EXP. C ,x k2T OF FLORIDA ---- V R 12 2021 L C. ANDERSON NO 17305 .. PRINT 03 03 21 DATE: / SCALE: 1/4"=1'-0" SHEET '-i I i I SIR\ 1,71 12x12 127C12 j i o "I LIVING ROOM DINING O�V �� �' `' { ROOM - -u_t'1'r F J El jf f w I0X6 IXb Ll] 120 CFM I / _ i' 0 MECHANTCAL PLAN11 SCALE: 1/4 V-0- R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 rRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering ID Sciences { CREEKSIDE ` PHASE 2 LOT #8 PROJECT# 04321.200 008R1 MODEL: 4EBB 4a "1828—CALI" GARAGE sWING: �1 RIGHT u PAGE: w, MECHANICAL PLAN k 160 MPH EXP. �llT 03 03 21 SC4LLE: 1/4 1'-0" SHEET I PER FLR PLAN 1/2' CLG_ 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O.G. MAX FIN. FLR hVA Ti OI AT= 155 2X4 WOOD STUDS 624' C.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL SE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON-BRG. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 905.I.I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER Z-Oil ELEVATIONS tYP. VENTED SOFFIT �- 3 5/8' OR 5 3/8, I/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8, OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED III FLOOR W/ O.C. AT 21ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH I SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS %1A1 (NON-BRG. ) r}� / SCALE: 1/2'=1'-O' BOND BEAM SOLID GROUT W/ (I)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT DO NOT CUT THE BONE) BEAM REFJARS 2A�PIPE THROUGH BONI) BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0. FIN. FLR a. d e 'da e a d d (A)--W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: ROOF SHEATHING THICKNESS IS METHOD TO BE USED FOR THE ENGINEERED PER ASCE -i OF INSTALLATION OF ROOF 4 1-STORY HIP BLOCK WALL THE FBCR 2020 1TH EDITION, UNDERLAYMENT IN ACCORDANCE p� SCALE: 3/4'=r-O' SECTION R301.1.3 AND 160" 1. WITH FBCR 905.1.1.1 OF THE FBGR 2020 -ITH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD i PER ELEVATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION 77iiiiiiiiiiiiiiiiii�"" R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS ® 24' O.G. 8' GMU 1/2' THICK, 2 GOAT PORTLANp I/2' GYP- WI CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY WOOD BASE 0'-0" FIN. FLR FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE ' 2x FASCIA PER ELEVATIONS VENTED SOFFIT --' WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI-- PRE ­ENG. GABLE TRUSS -- WEEP SCREED-- 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CM 51 ASTENE, WOOD SAW WOODPER PRO APPROVAL WI vERTICAL TRACK -Y MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM Will APPROVAL 213 GAS LINE THRU BLOCK D 1 ecALle. —2X4 SPF 24` O.C_ MAX. -- � SECURE W/ (2) 12d NAILS e E.+. END 2x FSLOCKING F- ETWEEN TRUSSES -PER STRUCTURAL DETAILS-- - STiWBACK AT ALL UPRIGUTS - PER 5TRUCTURAL DETAILS ------ #�,PER ELEVATION GONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES ,a PER ELEVATION -- 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION -- - WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL - _-----lx2 P.T. FURRING -- STRIPS m 24' O.G. - - --- 1/2' GYP, WL. BG'. -- - --- ,� WOOD BASE -- -- --------- S' CMU SEE STRUCTURAL FOR RERIFORCEMENT 2x& P.T. IW ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT 1 BACKER ROD HEATHER STRIP MOULDING ALL AROUND (BY (DOOR MANUFJ OVERPEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 J SCALE: I i/2,,=v-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET Si SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR a' CMU Ae - A a e a a + d A IV A W/ WINDOW OPENING �B�—TYR WALL SECTION NOTE: �' r10� OPENING ROOF SHEATHING THICKNESS IS METHOD TO BE USED FOR THE ENGINEERED PER ASCE 1-16 OF INSTALLATION OF ROOF CD SCALE 3/4'=I'-O' 1- --STORY GABLE BLOCK WALL THE EBCR 2020 1TH EDITION, UNDERLAYMENT IN ACCORDANCE WITH FBCR III OF THE FBGR 1 __ SECTION R301.1.3 AND 1609.5.1. 2020 1TH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM Dil4aI TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COAT-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O"-FIN. FLR. Reviewed for Code ED Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to preavent entry of water into the wall cavity or penetration Of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fene�3tration products shall be sealed at the ,juncture with the building wall with a sealant complying with AAMA 500 or ASTM C520 Class 25 Grade NS or c:lrsaLer for p filer joint expansion and contraction, ASTM C1281, AAMA 812, or other appre)ved stand, d'Ias alf7p r;)priate for the type of sealant. Fluid -applied membranes used as flaahin etxteria,- ,ua'is shall comply with AAMA 114. The flashing shall extend to tiHie surface caf ty"�• r�xtericr ,I,ali finish- 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 008R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/ 03/ 21 SCALE: 1/4"=1'-0" SHEET D 1 I TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2, X e' J-BOLT W/ 4- MIN. EMBEDMENT W/ 2- X 2' X 1/8, WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT SECURE 2x4 ONE' FLAT TO BLK W/ MASONRY NAILS. SIDES:- 2X6 GARAGE DOOR BUCK SECURED 0 W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN e' OF TOP, (1) WITHIN 8- OF THE BTM, (3)EVENLY SPACED. 0 0 0 O 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT [] SCALE: 1/2'•I'-®' 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X4: SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18- OTC. MAX SPACING. 2X4- EM SECURE TO BLOCK W/ 1/4' TAPGONS (MIN. SHANK SIZE .145 MIN. uEAM 917E 300 MIN FMBED"ENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.0 MAX SPACING. 2X6: ® 2X6: ® 2x6 r.FM SECURE To BLOCK SECURE TO BLOCK SECURE To B;_cCK W/(2) 3/I6' TAPCONS W/(2) 3/16' TAPCONS W/(2) 114' TAPCON5 (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE 145 MIN - MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD 817E 300 MIN g' CMU MIK EMBEDMENT 1 1/4-) MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') I WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU I/2' DRYWALL 4 18' O.G. MAX SPACING. 4 18' O.G. MAX SPACING. 4 IS' O-C. MAX SPACING- - Ix4 P.T. OR 5/4'X4' MIN. FRAME 4 1'X4' 2X8: ® ❑ 1/2' DRYWALL 2X8: ® ❑ 1/2' DRYWALL 2X8- = i/2' DRYWALL SECURE THRU ❑ I'X4' SECURE 70 I'X4' SECURE TO BLOCK I°X4" EXTEND I-1/4' INTO P.T. NAILER SECURE TO BLOCK P.T. NAILER BLOCK P.T. NAILER I/4' TAPCONS - BLOCK W/ 3/I6' W/(2) 3/I6' TAPGONS WI(2) 3/16' TAPCONS W/(2) P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/16' OSB. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN SHANK SIZE 14S (MIN. SHANK SIZE MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN i-EA;) SIZE 30G: 1i16' OS.B. X 4' M1N. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) DOOR CASING MIN. EMBEDMENT 1 1/4') MIN. EMB L7MEN1 t Ifd MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END WITHIN 8' OF EACH END LA'--" E Mi i DOOR CASING WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18' O.G. MAX 4 18' O.C. MAX 4 i8' O.C. MAX SPACING. -- -- 4 10, O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR Wlr,,-)OW �- 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 JAMB (Do NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPGONS (MIN. SHANK SIZE .145 MINL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb: ME SECURE TO BLOCK W/(2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU I/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2'. B WINDOW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16, TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I-X4- P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �OW TO BLOCK +2 1/4TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E 2X4: CEM SECURE TO BLOCK W/ 3/16- TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 1B' O.G. MAX SPACING- 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/Ib' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASIN(v 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' OG- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F(�INDQW TO�rnrK9+9"" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" C WINDOW TO BLOCK_ 1133 7 16" 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 517E .145 MIN - HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WiTHIN e' OF EACH END 4 18' O.C. MAX "PACING_ 2X6: 170 SECURE TO BLOCK WK2) 1/4' TAPCON5 (MIN. SHANK SIZE 145. MIN. H17AD SI7E 300 MIN: CM5r I)MENT 1 1/4') WITI- IN 8' OF FACH FNl'"- 4 IS' OC. MAX SPACN. 2X8- C75R7 $LrxrRE TO BLOCK W/f2) lit' I-APGONS 'I'llW. SHANK SIZE .IA5 MIN. HEAD SIZE 3oo MIN- EMBEDMENT 1 114" WITHIN 8' OF EACH EN"' 4 IS' O.G. MAX SPADING. - -- - - _ NOTE- STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' rx\PCON MIN_ 1-1/4' EMBFC)MENT INTO BLOCK �NJl 8' CMU - in, DRYWALL_ I 'X4' I l P-T. NAILER I' PT. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE- S�41M A5 NIF F DED TO PLUMB JAMB (DO NOT FkGFED i/4') DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +3 3/4" ...... 1. t CMU DRYWALL Wc iti IX FURRING Lu RIP 2XIO TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK EQUIREMENTS VN-T s, Reviewed for Code Compliance hu Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 008R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030321 / / SCALE: 1/4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT / 1- i'THICK, 3 COAT CEMENT / FLANGE OF CONTROL JOINTS T 02, BE WIRED TIED TO LATH a 9' WRB LAYER FORTIRBER oz. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED 61' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP • T' O.G- MAX VERTICALLY WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM STALLED PER • , . ,�, . flyf ;sy .... v; y§:.i:°k ,(r> r;.;, � yACSJ 1'TOk LATH SHALL NOT GAP MIN. BE CONTINUOUS 6 rO a' MIN. 6' TO 81 MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX 6' TO 8' CONTROL N CONTROLFROM T FALLS ON STRUCTURAL STUD IENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE B. BLOCKING SHOWN MAY BE IN ADDITIONN TO WALL STUDS REQUIRED PER PLAN (D" M" TYPE CONTROL JOINT OL FOLD NU1AI8) • PT. A ( J j L FOLD INWARD • PT. A 2. GREASE • PT. B 4 O L FOLD INUJA RD a O I. FOLD INWARP • PT. A Pf. A 2. CREASE • PT. B 2. CREASE • PT. 19 3. CREASE • PT. C 3. CREASE • PT. G 4. FOLD Pr. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE FOLD 0M FLANGE LWATER TIGHT SEAL FOLD, 29 hQjCUT. EM IS E THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) URErJ" WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRM7E ONLY) WRB LAYER M, STUCCO WRAP(FRA)'IE ONLY) LAP LAYERS OF BUILDING WRAP OVER NXLNG, FLANGE, STOP WRB Ate. I15' ABOVE SHMGLES CfiPAHE ONLY) v. x: .. FRAME OR CMU EXTERIOR a , " ervtn�uli pr�ccn . SxD WALL BASHING i0 QO -Idt- KICK -OUT FLASHMG (SEEgi DETAIL) y SHINGLE ROOFING� DRIP EDC£: OVERLAP EXTEND VBELOW FASCIA WRAP SHEATHING, MECHANICALLY FASTEN 4' O.G. MAX n NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I' ALL SEAMS N71i WITH FORTIBE I' \ it I �- x x x - METAL LATH V IT WRB LAYER M, STUCCO WRAP 6" MIN PAPER LAP BELOW ONLT / WRB LAYER 82, FORTIP15ERZ BUILDING PAPER 2 APER LAP SCALE: 1 1/2' • I'- V' Al KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT Cl)TI NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VEI-tT1GAL LATkI & PAPER DETAIL WOOD 8TUD8 NOTE, SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (METALLED PER MANIA. SPECS) PLASTER BASES SHALL BE SECURED TO BUILDING— FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0475-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIREIER BUILDING PAPER WIRE, LAYER 'I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM(INSTALLED PER M NUF. SPECS.) 6 MIN ' 'y FOUR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUGGO WRAP (FRAME ONLY) i" THICK, 3 COAT CEMENT PLASTER (I F-'.Atr1E ), 1/2' 2 GOAT CEMENT PLC*R (CMU) METAL LA'I F PRAME ONLY ) LAP WR5 ! ' ArF OVER ROOF,/WAi 1 'rFEEP 5'X5" "L" TYPE CONTINUOUS GsALV. METAL FLASHING (NAIL TO ROOF DECK, NCT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOrPER ELEVATIONS "L" FI_jA Q __1 INC 4'x4' SELF-ADHEIII MEMBRANF FLASHING (Cot-r4TIBLE W/ HOUSE WRAP MATERIAL) OVER 4` APPROVED HOUSE WRAP. \ FLASHINGa TXTEND' ONTQF 1p I \T` I' OR LESS PIPE PENETR1i,"ION CUT AND 01,AiRLAP ONE 51DE OF SELF-AC.)HEIRING MEMP-WANE I FLASHING .51EP #1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED To SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER 01, STUCCO WRAP -- WRB LAYER 42, FORTINMR BUILDING PAPER METAL LATH it 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 PER SECTION Ii708.7 Eldaft Y ft mid p�MeT�To Exterior use of Portland cement plaster shallcomply withthe application requirements of ASTM C 926-18b. `NOTE: Installation of exterior lathing and framing ' IF ZIP SI4LATHINI SYSTEM IS shall comply with ASTM C 1063-19a, I!k5TALLt t>, PLEASE SEE Ior ASTM 1787. i1'1ANUFAG TURERS INSTALL/\ 11,-)N PROCEDURES FIFE f=rzN TRATION DETAIL (Ff;RA1`-1) 34 -_ Reviewed for Code Compliance Universal Engineering Sciences LEGEND- DfRANACzE PLANE (WR5 L,at ER #1/ STUCCO WRAF) WFU L.As`'ER #2 (FORTIFIBER---.—.—...— BUILDING PAPER) 1`�ETAL LATH X X X X STUCCO °...; . WOOD OR 1/16II ZIP WALL 5HEATH INS SELF-ADHESIVE FLASHING — — - — h,IOTE: 1`1ET,4L LISTk: LATH TO 5E PER SECTION �1fd3_1.1 / 48T1�i C-I54-1-1-4a/ 1�IIN. 2.5 LE35- FR SO. "'rAiRD (UTUT�T' OR NO1„IINAL ATDOES NOT t IEET �fi �CIFIC�iTION5� 2194HWYAIA„SUITE 301 INDIAN HARBOUR BEACH, i FLORIDA 32937; PH: 321-802-3591 www abdeslgngroup.com AA # 0003325 ySAW om I Ir4 rt I 3 h rN �a%xe 54.2�x54ti'1M.u3, ,in".w..nVWX f Ak W �r �.: T, ' 4 �\ Li 1411 rj ff. f3 a r19 71 �D 'REEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 008R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ;1 ASSEMBLY DETAILS 160 MPH EXP. C , u; (STATE OF FL )R A MAR 12 12021 E, m ) " • �a9ICHAEL C. AI'r LWE�.:I�e,'€� T= RJW, " 03 03 21 SCALE: 1/4"=1'-0" SHEETT Y Y AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD �I WRB LAYER "I, STUCCO WRAP 011 (011im INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO SE: 1 BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING a JOINT ALL AROUND PER SECTION R708.7 Exterior kMing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER �— METAL LATH �— WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING T ( FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORT11=15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHE51VE FLASHING - - - - - NOTE: METAL LATH: LATH TO 8E PER SECTION R-103.1.1 / ASTM C-54-1-14a, MIN. 2.5 L55- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 111FAN7 BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ Co' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO FINISH 6" SELF ADHESIVE, OVER TOP 4 SIDEE SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES BLOCK / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (—A)VENT PENETRATION SCALE. N.T.S. AF<i=A I V N=(_i=1 VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. M'cTER FIELD VERIFY` LOCATION APPLY STUCCO SCRATCH COAT AND.ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "'l � t— A t �ti-"f-t-" '�R SIMILAR) APPLY A SILICON BASE SEALANT AT 1'C)INT THAT ELEC. WIRE Pk-iNET T E 5 �10 SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COP '730 OR METER'CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR ?IOX INSTALLATION '1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION i ' 1/8' TEXTURED �FINISH ® WOOD FASTEN TO WOOD STRUCTURAL a MEMBER a 1' O.C. MAX a' cr-lu s �Z{y' 70Y,' MID -WALL WEEP SCR£ED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING -- FINISH eMASONRY (ijB HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "1, STUCCO WRAP WRB LAYER *I, — STUCCO WRAP WOOD al IEATf,`1NC. APPF?OVED ..:� HOUSFWRAF' BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FA!-E ED6 APPLY E- CJVEQ "s1111 GRAr:T •C- -�-; SE<SLANi AT Al- JOINT5 ANC) INTFRSC--- cTI ONC? APPLY (00 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STD_ F1 #3 %N WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER eT E F #• ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T F 5T E F #(a ELECTRICAL RECEPTACLE 93 Reviewed tor Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 t F a� LOT:SIDE E 2 #8 * 008R1 BBCALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA IMAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE• // 03 03 21 SCALE:1/4" V-0" vsaj�y DRAINAC;E FLANE (WRB LATER *1, STUCCO WRAF) WRB LAVER *2 (FORTIFIBER - - - - - -- SUILDINC; PAPER) METAL LATH x x x--_ __ x STUCCO WOOD OR T/16" ZIF WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2 14B1CORNER BEAD CORNER BEAD (FASTENER 4 SFACING Q 7" O.C.) CMU 1/2" THICK, 2 COAT t'-- t`E-NT FLASTER AFF'L1E;1 DIRECTLY TO t"1AE)ONRy @) B LO : i�: Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT* 04321.200 008R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/ 03 21 SCALE: 1/4"=V-0" 1 +:kt o ;4 �)y y i 2xro SUB -BAND W/1 "x4" NOTCH tv END, WRAPPED IN PEEL E STICK METAL FA ,p DRIP EDGE 1� I� 1 1/8" TEXTURED I �� FINISH 1@ WOOD 2x6 SUs 1 1/2" TEXTURED FINISH 6 CMU METAL FASCIA 1 O WRAP Ya" FROM STUCCO, 1" FROM WOOD WALL 1 � 1 EXTERIOR WALL CFRAME OR CMU) 1� �\ NOTE: NOTCH FOR 2X& 11 SUB BAND ONL`I' ROOF KICK OUT REMOVED \\ �� FOR CLARITr ROOF DECK (BEYOND) N,,, DRIP EDGE, 1" OFF WALL -, NOT INTO STUCCO) 11/8" TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK )ELEVATICN- METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL AN A 1/8' TEXTURED FINISH + WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH JJOOD SHEATHING DR CMU JJRB LAYER 01, STUCCO WIRAP (FRAME ONLY) J1R5 LAYER 02, FORTIRIBER BUILDING PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EDGE HETAL KICK OUT NOTE: IF ZIP SHEATHING 51r5TE1" 1 IS INSTAU PLEASE SEE MANUFACTURERS IN�'JTL i-ATION PROCEDURES ', I � PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/126 NAILS ro"-all O.C. MAX. 2x SUB -BAND WAVFx4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) l Ryj 0)--WA1_jL DETAIL @i) WALL IC K--OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONL`I', FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ll flx4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITI' FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONL'r FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/17�"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering ED Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 19 r; LOT #8 PROJECT* 04321.200 008R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C MAR 1 '2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21' DATE: / / SCALE: 1/4"=1'-0"1 SHEET W 39,_8" 12,_4„ ,4„ T_4, 4„ 10'-4„ 10'-0" FM-12X17 4014 ao 4"!CONC. c> IN wLL SLAB NI N 0w I� �I LL — — — I EXTEND SLAB 1 1/ m �I I 0101, o I TOP OF SLAB N r .I I M I I IN ILL LO 19'-0" 5'-0" 17'-4" 16-0" 11 VFM-12X18 — — — I o o U I' O }a } 11 I M to cc ofN X M � I u- F� <n I� 15'-8„ 1 1 (Z CHASE TE 1 4" CONC. N e SLAB 4112 -8' 17'-8"01 `3,_0„ OP, TOP OF SLAB I 71 - I 3 6 m O � W �I NI (V a 0_ "l O u- EXTEND o { — SLAB 1 1/2" 2 v I4--- CONC. r� ao FM-12X18 SLAB a wl X 11 N 10 O m r 3 1/2" g I 5 1/2' 3,_5„ LL 5 1/2" ---- 0 2 *71/2" 1 1 FMM=12X18 1.1 J co ❑ FMC-12X18 FM-12X18 FMC-12X18 ❑ 10'-2" T-10" 2'-8" 16'-0" 2'-8" 14,_0„ 4'-4" 21'_4„ 39'-8" W 0 N FOUNDATION NOTES 1 ',SEE dAB SCHFDl11.E FOR SLAB REOUIRF=MENTS. SEE GENERAL NOTES FOR COMP ,r 1 IN(, RE0 1 IIREMENTS Tol ' INISHF D SLAB SHALL BE+-Y-0". COI- N ',.ND 1 uOTIW! (CENTERLINES; SHALL COINCIDE UNLESS DIMENSIONED ( )TFI F' ,I 4. REI I-W E:ELFVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 'r PR I ;\ COMPLET ' TREATMENT FOR THE PREVENTION OF SUBTERRANEAN FERMI I . I RFAT MENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS I STAI'I I A11 D BY T HE_ FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER ';ERVIr I , (" PR(} „, ,I ISOLAT ION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDI I'"' FELT PAPER ATTHE JOINT. CO( DINAT F';lAH ELEVATIONS, STEPS AND SLOPES WITH ARCHITECTURAL DRAVVINrS 8 SF[ APCHITECTLIRAI_ DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9 WIN n IW S, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WIND( )VJ DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND VVII It THE MANUFACTURES SPECIFICATIONS. 10 SF I ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I OlNU4 ,A FES #5 BAR, DINDICATES'#6 BAR,BNDICATES #7 BAR VERTICAL REIN[ " ;ING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKI I' INTO FOUNDATION BOND REAM OR TIE BEAMS WITH AN ACI STANDARD 900 1 TOOK 'PS SHALL BE PLACED AS SHOWN IN HE PLANS. I: SI ' IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30 M. +; 1 AND REINFORCING SHALL BE CONTINUOUS. 13 RA I I )Ni�L ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINF 1I':ANG FOR ALL FOUNDATIONS- DESIGNED WAS BASED ON ALLALLOWABLE SOIL (11 .,RING CAPACITY OF 2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS BEEN 11 1 F 1 ED UNLESS NO -FED OTHERWISE 14, V1i iUC l REINFORCING IN C[AI' SHALL BE#5'SAS SHOWN ONTHIS PLAN, UNLESS OTHLF 1 -'I- NO FFI) IN THE PLAN ONE REINFORCING BAR SHALL BE: AI INS /+'ALL INTERSE TIONS B) CHANGES IN ELEVATION Ci FA( I,IMF OF Al I OPENINGS D)ALL CORNERS 16. STI' r I URAl D[ SIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REOI I'I Mt NTS FOR MA';nNRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION `+HAt 1 IN ACC('IRDANC[ WITH FMS 402/1`502-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MOR I A:TM G416 GROUT (306C P.)I), UNITS LAID IN RUNNING BOND. 16, WII [DFD MESH I OCATFD IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED I1 �r tiFF PLAN FOR VWVM SIZE, INSPECTOR NOTE: t ST F n 1kE vvA`: DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE I :'-IUENTIAI , 7th EDITION i FOOTING SCHEDULE PROVIDE CORN!' R BARS. SAME SIZE OUANTHY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK VVIDrH LENGTH THICKNESS BOTTOM REINF. TOP REINF. SHORT LONG H I SFF PLAN 101, - (2)#5's - 1M 12v12 — -- GONIINUOUS 12" - (2)#5's _ F-M 12v1A CON IlNll(.)US 18" - (2) #5's FM 1608 _ t ONIINUOUS 18" - (2)#5's _ FMC I;'xi.8 I " CON 18" - (2)#5's - SECURE STRAP T❑ AIC SIMPS❑N WB CUNC, W/ UNIT ROLL STRAP OR (2) EQUAL @ EACH rr�P- AP—CONS C❑ CORNER OF UNIT CONC, SECURE STRAP TO SLAB UNITS W/ (2) #Sxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL T VARIES PLAN FOUNDATION N A Reviewed for Code SCALE: 1/4" = 1'-0" Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 \ R. e e r �\ t� \Na `� iqCN f,� d , 11 CREEKSIDE PHASE 2 LOT #8 PROJECT: 04321.200 008R1 AA MODEL 4EBB "1828-CALI" G. ATtALGFE ',q �f.NG : 9 RIGHr?' PAGE: FOUNDATION PLAN ' 160 MPH EXP, ' STATE OF FIL M� A ZMAR 12 {2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030321 / / SCALE: 1/4"=1'-O" SHEET S 1 F ' Z o }a} Q F mw U � J ai - z O io 0 cM • EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z N 5 - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE e 4" CHAMFER (1-STORY) • 6" CHAMFER (2-STORY) • . SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY { {{II STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ } SPACING REQUIREMENTS Lu m U w v a Q, 0 O U) 8" CMU WALL +` o M + 0,_0„ TOP OF SLAB TOP OF SLAB - - - VARIES a•� TOP OF GARAGE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" TAPCONS ° SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • 4 is SEE SCHEDULE APPLICABLE) a. FOR WxD, BAR SIZE AND BAR QUANTITY CA 2 EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4„=V-0" w Lu j w I NEW REINF. BAR O SECURED W/2-PART Q a J I EPDXY. MIN. EMBED J Q 8", UNO FOLLOW ALL MANE. 2 SPECIFICATIONS FOR = m I USE AND 00 PREPARATION OF (D 4 411 HOLE. UJ 1� I J r --Ir.a �. I o MM 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO SCALE, 3/4"=V-0" Z � n n rl n l re l rr u i lr ` C l l l I A I n A -T I (1 R1 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G RE B . PLATE TO A / d MASONRY NAIL TAGGERED. ZONAL METAL NECTORS NOT :QUIRED WHEN NO 'LIFT IS PRESENT. EE SLAB SCHEDULE ,-p,. OF SLAB 'A ' • SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=1'-0" (NO LIFT) 1 v J SCALE:3l4 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN EACH WAY Nlt •PJ)I D'if�. I n) I INC. fW P y ea P a P p FM n a_� Lu CORNI H BARS. 3AM[ SIZF AS l i l 1419'IAP Lu W IN FOUNLAIION WITH 30" 1 FO IAl 1 i W S WAY A F AI I :HANG[ S IN I TIRE ( L ! V) - ° "OTHAI IHI 'off FT RFINI VvI i 'ilI Iv .O u PI NiA1CHAM,)IINI')I-C'ON:i1NU)d a P DI z a_p � �u. - r;(ipllNlll'l l, '=1)i_I tf UN:;iI IIIG' -. FUOiINf;'F-I IN! i Pi11.N1 .` I I )�j,J .HFN iv,'WI I I('NF API M AI)! i�)MI�11 R-li 1U ,IrI�.. I)II- FI: RI PI 1 Ni IMRL R OF C(:'N I INI. i 11V�! "l +' tll�il 1.ST NiWill I' U f'.AR` na 21r)- I`N )UII)1 l I'. MONOL I i i UC' FOUN'DATION 3 CORNEK BARS DETAIL /tf6 TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM 1 RIFY 111 1(:111 LAP TO CCUR OVER STUD )I WAL I 'Alf PI ffll T V 2x4OR2x6 DBEARING PROVIDFHLO' ING i WALL W/ SYP I No 2 STUDS SEE PL S FOR E R PLATE TO SL�B Wr SPACING. SINGLE BT PLATE I "x DGEANc:HOR 12" TO BE PT. PROVIDE DBL_ OR R SET IN HIGH STR NGTH PLATE XY 5-1/2" EMBFID. MIN I'I@ li"', OC SIMPSON SPH4 OR SPH6 AX BTM AND TOP PLATE \ ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w x 3" Q , ',I I St All SCI 11 DU[.F 0" OF SLAB • p s n� ° • w a •° Q EQ SFL SCH Itl L - I (W WxD. BAI l"! NUHARQIIANI INTERIOR CURB FOUNDATION WOOD '0�!A SCALE: 3/4 -1 -0'. (W/ U PLU,FT) Q n: d uJ m U co co � � 0 8" CMU W I'll IRI 1)I IN LEI r:, API"I � I'I' 1 C) � Cl).— +_0'_0" �' i'1'M11I ILLEDCELI.IIr • TOP OF SLAB • 1 FRAMING I° ° <: —SEE SLAB SCHEDULE ,'X-WALL 112" DIA- SIMPSON S IIV Ho l I S 5 Z�'. '. •._ si MINIMUM EMBEDMI N f INTi) "ISOLATED" COLUMN PAD GROUTED CELL 4' 1 ROM ENDS ANC) CENTERED UNDER WALL AND 16" 0 C VERTICALLY MAX O POURED MONOLITHICALLY WITH .JL— — • FOUNDATION AND SLAB ' < d SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EX RI MONO- INTERIOR V','NMI- BRCS WALL TO OOTING AND COL. P BLOCK WALL CONNECTION 0 SCA :3/4"=T-0" SCAI E.: v _ 311 l -0" RB FOR .SONRY ITS SET ELEV: Y RECESS AROUND GARAGE DOOR OPENING 4 SCALE: 314"=1'-0" LAP TOP PLATE A MIN: OF 48" AND NAIL W/ 16d COMMON NAIL S. 2-ROWS, 4" O/C BTM. LAP 10 OCCUR OVER STUD 2 x4 OR 2x6 WOOD BEARING - WALI.. W' SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLAIF TO BE PT. PROVIDE DBL TOP PLATE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. —SEE SLAB SCHEDULE I nP OF SLAB :: ° d ° • °': — IA ° .a Q • EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE3/4"=V-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering ED Sciences Lv21194 HWY A1A, SUITE 301 DIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591ww.abdesigngroup.com AA #: 0003325 SvsDly CREEKSIDE PHASE 2 LOT #8 =a PROJECT# 04321.200 008R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: d DETAILS i 1.60 MPH EXP. C STATE OF F« ,- ; q MAR 12 2021 MICHAEL C. ANDERSON f AR NO 17305 _% l 'RINT K)ATE: 03 '03/21 i 3CALE: 1/4"=1'-0" SHEET .`/awl, I { Yam/ I DOWEL PLAN SCALE: 1/4" = 1'-0" H WY A1A, SUITE 301 4N HARBOUR BEACH, FLORIDA 32937 'H: 321-802-3591 v.abdesigngroup.com AA #: 0003325 I a ij I Mm ME MEN N= �w 7 4 is 'i ppt ' CREEKSIDE r3 PHASE 2 LOT #8 PROJECTAO 1. 04321.200 008R1 MODEL: 4EBB "1828-CALI" GARAGE SWING RIGHT PAGE:] fi DOWEL f PLAN C1, Fr� DA f: MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PIRINIT7 00/ 03/21 DATE: SCALE: 1 /4" =1' - O" Reviewed for Code Compliance Universal Engineering SKEET Sciences S t 2 e a S � TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM A a 1 a e ,< 4 ' d Q e e Q 0 e. Q W V' d_e e HORIZONTAUVERTICAL REINFORCING SCALE, 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION U-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA- #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" C M U WALL < - a - . .may t 91 e < e SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE' 3/4"=1'-0" REINFORCEMENT 'PER SCHEDULE NG #5 HAI (AWARF UNIT rd';li DNS ARF � NOMINAIAI ';I;'I's MASONRY SYMBOLS ('53 Reviewed for Code Compliance El Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 -008R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 12 2521 MICHAEL C. ANDERSON AR NO 17305 r a: 4. a DATE: 03 03 21 SCAT E:1/4"-1'-0" j SHEET ///A®\� S t e 2 L � FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD', TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED: 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"), 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X ZF POWDER ACCTUATED FASTENER, ZF 72 P8S36 177 x 2 7/8" LONG WITH WASHER @ 16"O.C. 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 RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR, UNLESS NOTED OTHERWISE. OISCHEDULE AMIBO INDICATES OPENING BELOW/ T.O.B.=TO FB OONTEL/T.O.A=TOP OFARCH/ T.O. =T POFSLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTMj TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 — (1) #5' — N/A — ROUTED SOLID, SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F.' 1 111N 1l IOM/18 1 4 BTI\n >, t INTFI, Ccil r'-O" ,4300E F n 11 AID GAP,v;ESLAB GIFT BEAM PLAN Reviewed for Code ID Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 R INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #8" Fy f� PROJECT{ 04321.200 008R1 MODEL: I 4EBB "1828-CALI" GARAGE SWING: `31 RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C `' STATE OF FLORIDA fs.l MAR 12 2021 MICHAEL C. ANDERSON AR W117305 PRINT 03 03 21 DATE: / SCALE: 1/4"=1'-0" SHEET -} S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OI 0 N4FNING 2, IF BOTTOM STEEL IS REQUIRI 11 F'I AI;I 45 BAR IN I INTEL 3. PLACE MASONRY ITNITS AS RF (tl )IRI D TO ACHIEVE ]HE REQUIRED BEARING PLACE STEEL HEIGH F. REINFORCING (1-2) 4- THE LAST COI FIRST WILL SF A 1111ND 11 AM WITH (1) #5 BAR CONTINUOW; AROUND AS DEPICTED HEREIN. STRUCTURL A DOUBLE BOND BT AM MAY BI SPI CIFIFI I SO THAT THEN I III I AS I TWO COURSI'S ARE BOND BE AM!. WI I I I A *5 BAR IN F AI;H COURSE 5: SHOULD THE DOUBLE BOND Bf AM COINCI N WI1 H A LINTEL THE BOTI OM COURSE OF BOND BEAM IS OMIT I D AND A I.IN It L IS PI ACED IHF STEF REINFORCING FOR THE BOTTOM BOND BEAM IS 10 BF CON TINUOUS THRI N II ;H IHF_ TOP OF THE LINTEL. 6. UNO CON11" ' J I F MASONRY BEAM IS FO BE NOT LESS THAN 1r-:' DEEP 8P 8x8 BOND I;I, -J,: _ CQ��X W/ (1) #5 HAF- F = FILLED W/ GROUT U = UNFILLED GROUT Yl ID I ROM NOMINAL IINTEI IO I(P (II RIND # OF #5'S. IN 2ND BOND `• WIDTH BEAM, II' 111 1111 I INTI=1 BEAMCOURSE 16-1 T/1 M/OB 8x8PRE-CAST CONCRETE NOMINAL-�� LINTEL. W111) #5 BAR (L?)S, TO P� HEIGHT # OF #5'P LENG I It C)I BAIT = WIDTH 01 6 OPENING IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE �,IR THAT XFXX-1T/1M/0B INDICATESA DOUBLE BOND BEAM 4 OF#5'S, BUTT(1l+1 ° R11A I ::I I.';N(J'I TI AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM PLACED IN LINTFi III ! 1 '. It I I d ! 11'I F 11, IT IS THIS ENGINEER'S INTENT If IN`.I AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1 1/2"=V-0" E ZO � 1#5 BOND BOND BEAM 1#5 TYP.8"x15" BOND BEAM 9� 1#5 I'.16 I)BL BONI) - IIII AM W/ ( I) #! , BAR I r\01 COURSE I t 0 I)F 0!111_ HI 1NU BEAM _10TOP OF OPEN MASONRY 2 BEAM DESIGNATION . / SCAT F, 314"=V-0" Ir11' " NIN I'i-'I IVVITHI AI)ER(MIN) ,':.,I WIN 7 X 31 1-3/16 1,J't (IN OR DRIVF PIN (MIN M NF, `;VI 14•, MIN HFAD !,'I 300 MIN F MBEDMENT 1 I;.r ; s" I ROM I AC I END AND I W 4) C MAX MIN I-1/4" . I MBI DMFN I 1 o- i MIN 2 X 3) 2.3/l6 I APCi_IN OR DRIVE PIN (MIN SHANK "ZZ S171 145 MIN HEAD SIZE .300 MIN I_MBFDMFNT 1 1/4") 8" FROM FACE L-NI, ANI1 18" O C; MAX. MIN 1-114" EMBEDMENT 7•" (MIN 2 X 311-3I16 1 1()N OR DRIVE PIN (MIN IF ti17E M5 MIN HEAD ulu MINI MBEDMENT 1 t r l I ROM I Alai L ND AND 1 "C' MAY MIN 1-1/4" I 'I" I 'MI N I 2X4 SOLID BLOCKING - - SECURE TO SHEATHING W/ MIN. 2-12d PER BLK_ EA. END -7116" OSB SHEATHING --- -CMU WALL Reviewed for Code Compliance ARCHWAY FRAMING DETAIL R1 Universal Engineering Sciences SCALE: 3/4"=V-0" I• — ':ING! I #N GORW IR ..._ _ -\ OAR 3ilw.tu TURNED 11P ' �R TI 11*11 1)DOWN INFO \ ' STEEL REINF. OF 11 I F fl I:I T I. BOND. BEAM AN I I PROVIDE #5 BAR I ! [IFZELEVATION \BEAM ,111 BE HANGEIN OF BOND SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT* 04321.200 008R1 MODEL: 4EBB "1828-CALI" GARAGE STRING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET S2. te 1 A i ■ .} I "L 0 Tr'Tr'S G 0NGRE E" / Tfii,,,.R T-c RETE" / "QUALITY" SAFE LOAD TABLES .: 4 e��. !'' ♦ ..._.e :+Y.r'?i� 'v emu. n _..Yii.4n.'�. T'�11�i'+ 11. a�v L:z�9'�veu. m i �4.... �` i. .v i� SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 3" PRiLCAST & PRESTRESSED U-LINTELS LENGTH 3'-W 4'-0" 5'-4" 5'-110" 6'-0" T-0" 9 - 4" 10'$" 1 V-4" 12'-0" 13'-4" 14'-W 14'-W 15'-4" 1 T-4" 17-V 21'-4" 27-V 24'-0" SAF LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE 8"B 16-1TIOB 1Tro131 1T/OB 1T/0B -1T/OB TYPE 8/8 PLAIN 8/8 SOLID TYPE am -IT 8/16-1T 426-1T sn4-1T &28.1T 11132-IT 8U8 8/8-18 1 1ThB 1T/1B 1T/1B 1T/1B 2-1T/1B LENGTH LENGTH - 8/8-2T 8/16.2T t2T 824-2T 8/18-YT 8/32-2T PRECAST 1436 OR 114 4217 5321 6426 7531 T-Sw PRECAST 689 1024 3'-V PRECAST iW9 3524 5263 6132 7001 77060 6113 6385 TM8 9031 10000 15M 3524 4394 5263 6132 7001 PRECAST 1065 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST1363 3060 3815 4570 5325 iS079 6713 7192 6524 7627 8761 1363 3060 3815 4570 5326 6079 PRECAST 819 1no 75 3033 3866 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 5743 7547 6752 W41 7565 1 "`? 2707 3375 4043 4711 T 5379 1247 1999 2560 3123 3686 4249 1808 ' 2374 _ -2944 3513 4084 PRECAST 931 1319 4460 7196 7342 5780 6258 51-4" PRECAST 411 411 5`-4 PRECAST -0, j; 2276 i 28M 3399 3961 4084 1024 1631 2090 2549 3009 3470 - _ -- -__ 1499 ; 1971 2443 - 2915 3387 PRECAST 817 5'-10" PRECAST 340 339 ! `" 10 PRECAST G - ' 1167 3693 5877 6038 6548 5770 - 57P 2080 2693 3107 3620 4133 —_ --- 1139 3227 3031 3707 4383 Wei '-0" PRECAST 835 1201 1578 1955 2332 2709 6'$" PRECAST 410 721 6 PRECAST 692 1139 3227 4598 7054 10000 8825 -- - - 8a5 II ime 2329 2790 3251 3712 PRECAST 570 936 2498 2205 2098 3191 3685 7'$" PRECAST 303 534 T 6" PRECAST 716 900_ 1181 - 1462 1743 2025 938 2498 3408 4884 7067 6472 727- 1624 2025 2426 2827 3228 1 454 566 767 948 1129 1310 6n 1674 2298 3081 4099 489 91 I" PRECAST 192 384 9'-4" PRECAST 572 - I 1318 1643 1969 2164 2519 PRECAST 428 � 1674 2298 3081 4099 4899 _ _- PRECAST 38$ 487 1247 1767 1904 2163 2028 1 101-W PRECAST 151 301 101-W PRECAST 356 468 612 755 8W 1042 550 4407 1897 2781 3222 3784 _ 504 1180 1472 1763 1710 1969 PRECAST 330 544 1312 1742 2252 zees 3830 11'4" PRECAST 132 417 11'-4" PRECAST 4W 5W 6 777 872 5 �312 1742 2252 2868 3552 1042 1372 1643 1470 1710 507 1 1596 2048 2586 3191 -' V3 it 366 476 587 698- 783 PRECAST 308 507 i210 15M 2048 2580 3171 12'-V PRECAST 111 370 12'-0" PRECAST 1300 15W 1314 1478 PRECAST 270 433 1W 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 3og 393 484 575 645 - -- - 414 046 1365 1732 2316 2605 780 1067 1312 1071 1203 8?�8 li 388 978 7272 1606 1988 2279 14'-0" PRECAST 71 293 14'-D" PRECAST 2 27_8 360 443 526 Bog PRECAST 254 _ 390 978 1272 1806 1950 2389 _ { + " ii 717 981 1192 975 1133 PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-A" PRESTRESSED �� = a22 506 626 746 865 - _ 458 1079 1429 1824 2277 2712 I " 663 980 1237 1474 1715 NR NR NR NR NR NR I 7:'4 387 484 674 61% 79&_ PRESTRESSED N.R. ' " STRESSED N.R. 252 1 1V-4 PRIE :PRESSED 616 i 908 t134 1353 1572 412 1014 1340 1703 2118 2513 15-4 NR NR NR NR NR NR _ _ 326 365 461 587 sw PRESTRESSED N.R. 17'- 4" PRESTRESSED N.R. 183 1 17'-4" PRESTRESSED ( 5013 + 720 501 1135 1312 940 300 856 1727 1413 1739 2047 _— __ NR NR NR NR NR NR 266 348 430 513 I 595 PRESTRESSED N.R. 19'-4" PRESTRESSED N.R. 148 " ' 4" PRESTRESSED ! 235 736 959 1200 1487 1718 - 1r`.; 429 823 803 950 1098 NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" - PRESTRESSED 14` i 219 3 908 381 454 527 PRESTRESSED N.R. 1� 7 373 53T 890 816 943 180 596 833 1038 1188 1486 __ _ _ NR NR NR NR NR NR 22'-O" PRESTRESSED N.R. 116 22'-0"— PRESTRESSED ' 226 -2W _ 369 428 497 PRESTRESSED N.R. 165 550 784 892 1203 1381 1 356 , 513 659 779 900 PRESTRESSED N.R. NR NR NR NR NR NR 124 174 245 302 380 418 24'-0" PRESTRESSED �,; N.R. 91 24'-0" PRESTRESSED -- -- 129 450 654 824 1014 1147 - — 124 319 ( 455 --581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTA LED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH; 321-802-3591 www, a bd es i gngrou p. com AA #: 0003325 Mm Y 9 E' 1 1 x, r. f I " o �, , CREEKSIDE r PHASE 2 LOT #8 PROJECT* 04321" 200 00BR1 MODEIa 4EBB 61 "1828-CALI" GARAGE SWING: RIGHT IAGM F SAFE LOAD TABLES �i 160 MPH STATE OF FLORIDA MAR 12 2021 MICHAEL C. ANDERSON AR NO 1735 .TE: / / 21 SCALE: 1/4" =1' - 0" SHEu//E/�Ty ///p�q� 1 e 2 1� FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE: 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW; DOOR AND CLEAR SPAN OPENINGS: 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' D x 2 7/8" LONG, WITH WASHER @ 16"O.C. 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 RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND END JA ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. WHERE API TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER! RI W12X6 B 7 CHORD TRUSSES W/2X4 BOTTOM CHORD 2x4 SCAB MAILEDTO DIAGONAL TRUSS BOTTOM BRACING/BOTTOM �M\� CHORD NI (4) 10d CHORD BRACINGLJ NAILS FOR EACH CHORD CONNECTION BOITOM CHORD BRACING @ END E: NT2 FOR EACH CHORD CONNECTION CHORD BRACING @ MID RUN CONNECTOR SCF EDULE CDNIROLDAIE'. Gl/P/2Ufi MITek USP SIMPSON Miiek JSP SINP Y DES UPLIFT GRAVITY Df5- UPLIFT GRAVITY FASTENER FASTENER H IA 1118 - 1625 META-16 1450 0)INXI III-PLY,(7)Ild 2-PUN EMBED4" (I)III. Al /".PLY, RN 1. 24RY, I.Il' (2)1, 16.3E 2430 (2)META.16 ]985 (12) IN e1112 'PLY, EMBED4" (30)IN a11/2 1PLY, EMBED HI IB]0 H ETA-16 9 a1U L 6tl2-PLY EMBED 30 lOtl %11/ 6 B ( 1 O3 91Utl AI 1 -PO, B 161 2-PLY EMBED4" () ! .1 1 HIED X TA 20 ]E/0 XETA10 1810 (10)lOtl el 1/2 (8) BILL 2-0LY EMBED4 (9) IN %I1(3 1PLY, 181 ](d 2- KY. EMBED4" (2)XTA-20 2430 (21 XfTA 20 2U35 112) Ind x1.1/2 ]PLV LMRfDI (30) 1. x 1112' 1 PLY, EMBfO4" 25DD (30116d 2-PLY EMBED4 (12) IN 2 PLY EMDED4" LUGT2 165E LGI 1B05 SK(5)1/4"x3 W tlg B It A M1 s WOODII6)]M (7)-1/4" 21/4"➢TEN, WOOD(16) IN WGT-3 El LGT3 SD52.5 HERO CUNC(4 3/8 5 en Re Iinllt An[M1ors WOOD(121 W525 (321 SEE 2/4 53 IO FISHER, (4) va's 5"1110 HD TO WAIT iiiOHFA-2) 2430 VETAL-20 2400 (111-lOd xl1}21 PLY ALTERNATE USE OF (2) HTASO ACCEPTABIE (181- VISIT 11AIPLYALTERNATE USE OF(21 HETA 2DACCPTABLF MUGTI5a 3945 ME,♦ 398E (1)5/8"A.T.R IN X IS H STEP NO iH F PONY IMIY. IP IMPLIED, (22)LOU TO M (3)5/9AT.R.INHIGH SIRE BIG IX IPDXY(MIN -12"EMBLD M .(0)1L WOOR XUGTI+ 95I5 PET-2I 10690 WOOD (8) 10d, MASON RY(20/4"A.T.R (2)3/4"AT.R. IN HIGH STRENGTH EPDXY (MIN. 12"EMBED,(161 DNA T WOOD NUGi3+ 9860 XGL3+ ID690 OOD9. 10d MASONRY234"AI:R 1V l 1 r I I/ 2314'AIR. IN HIGH SI RE BIG I H E POSYMIY. 12"EMBf0 O 1 161MT O WOO) LP Ili 0 PA RALLEL TO WA LL 1470 PFRPE`IDINWRTOWALL LTA] 12ID PA RALLE 121D PERP4NDNLARTO WALL LED WALL (30130d X 31/2" I]Ol lOtlxl]/2' MUGT15 3945 VET 494U (11I/W ATB. IN HIGH 51 RENGTH EPDXY (MIIN,12-MEN)],(4)10d H0P/(E)IN 1AL4/(12). ION BACK OF TRUSS (1)FIB AT.R-IN HIGH SHERBET H FIERY (MIN-12" EMBED) 116)SD, I/.'M1" HUGT El (2)VGT L. Pll'A.T.HE IN E OF STRENGTH EPDXY (Ml%13+EMPEN,(8)IN (215/R'AT. IL I N HIGH STRENGTH EPDXY(M IN. 12' EMBE D)(32) SD51/"x3" MT. 12 965 MITI 12 99O II4110tlx 11/l (14)Ind (1411w II FL$" ITT. III 135E H15-16 ",I (16)1Otl K 11/E Do) IN (III INXI TEX HiW20 lass HT5-20 1110 1 JU41 Ed x1112'.(20)IN (241 IN X11/2^ HIW21 1", HTs24 I3ID Q4)IN AI I/2^. 20p. (24)10d n1I/2" L5TA 12 IT SIX L5TA12++ 925 ISOI IM (10)1W LETA 18++ 1235 LETA 18++ 1235 (14) E W (I4 ION MINA '18IT HELD MSTA IR++ 1315 (1411M I (1411W MSTA 24++ 1WO META-24++ 1W0 (IBI IM (la 1M MSTAr30++ 206E MS A-3Ua+ 'IUSU (22) End (22)IN MSTA.36M ERNS M5TA,36H 2050 (2fiI 1W (26)1. %5T1238 271S MSTI36 380D ("' TAU %11/Z BE) IDtl%11/2" R15I240 5105 M51148 5070 081 IN x11/2 (40)IRA x11/2 LFfA6 980 H6 JOSS 1 ll ad x l 1/2,(HATEPR '.(a) Btl TO PLATES,(91 BY LOST UM SPT4 .11 114 .11 (6) 1N TO STUDS (61DEBT TO NAE (5)1OP x 11/2"TO FEES MP34 5251N F]@TAXES A34 BID 0) go X I vD' TO BEAM, OBNo x I V2' TO POST. (418d e11/2TO BEAM, (410d%1 V2 TO POST. HHCP,. 6. HCRX ING 110)INX 111E TOTRUSS, JMJ IN XI TO"YOPITMEEX) OnX1112" INN, 302" Him 1040 ' all IN e11/2 TO I RUSS,(8) 1N IT BITTO PLATE ITS) 10o%11 /2 MUGT158 PHIBA EI]5 VGDU BEEF 4940 1281 IN TO THESE,(101 WIG WOOD SCREWS TO FORT W/ 5!8" I XREADfD ROD (16) 111 1/4 ".a3"iO WOOD10 5051 E"x212'W IHI1f ,1 1 / / / ROROU 2 tiUl AASHF PLY 1 N R/2 MUGRS&Pa. 4175 YET &FIBER AM 12811//10 TRIBES, (10)WS3. WOOD INIEWSTO PCAT W/FIT TREATED ROD NAFS0511413"TO WOOD ,(3J3/4ETU D BOLLS W/IHall AIDED BOO, 111N11 FIVASF 11/211 PAN. 253E 6]]5 ADOPTIVE 23W ]]50 11)5/8" A.F.R., IN H IGX STRENGTH E PDXY.(MIN. T' EMBED' IN CONG,(22)Ind TO WOOD (1)518"A.FR. I Y HIGH STRENG I X EPDXY, (Nil N,7- EiMBF O. I N LUNG,(]) ME I O WOOD PAUS, 245E 1000E ABU6Y Pill 1026E 111 SOL A.T.R. IN HIGH. STRENGTH ENDED, MIN T' EMBE DI I N CUFF,(]2)3N TO WOOD IT15/B"ATR. I N H IGH STRENGTH EPDXY, I MTJ 7'EMBED IN CONG,12)16d TO WOOD ISIL ++ 120E ....PIT, 1310 (11314" A IN I IN HIGH. 5TRENGTH EPDXY.(MIN .]" EMBED] IN GONE,(811N TO WOOD (1)04" AT. R IN HIGH STRENGTH EPDXY(MIN.]". EMBED.) N CONC.,( II N I UWUOD LTS209++s IRS) MILE 1+ 15C0 I 1HOEl A.T.R. IN HIGH STRENGTH EPLIIMIN .]" EMBE DI I N CONCJ p011M x 1.1/2 TO WOOD (1) 112 A. T. R. IN HIGH STRENGTH 201 (MI N.➢" EMSEOI N GOYq( DI IOtl TO WOOD H145 ALSO HTF4 445E 11)5/8- ATR. IN HIGH STRENGTH fPoXY(MIN, T' E MBED) IN CONC., (1B) BIG X 21/2" (1)5/8"A. F. R. I Y HIGH STRENGI H f ELEGY (MIN 7-EMBED) CONC, 12T IN X) 112 P.Ti45 SOUS XF15 5�D 15`0"A.T.R. N HIGH STRENGTH EPDXY MIN�T'EY ED INCOIC 26I6d X212" 1 1 r I (. B .1 / 1 5'8'A.T.R. IYHIGHSTRENGIXfPDXY MIN./"EMRFU () / 1 CONC. / ,I I6d X)12 1 / UPXOII+ 1439E HDOI156 25 ]]81U 1 ] AT R.IN NI6X STRENGTH EPDXY MIN 10 EMBED INCONC 24 WS3 N90DYRE SCREWS 1 ( ]I1 A.iR IXIGX STRENGTH EPDXY MIN 10' EMBED ( ( INCOME 1 $MIf 215 WQODXREWS PXD USES HD]B 664E 150 AB.IN HIGH STRENGTH EPDXY, 7 EMBED NCONCl4W53A9ODSCREWS I 1 / ( ) ]]B' All IN HIGH STRENGTH EPDXY, EMBEDINCONC (1 / ( I 4 3/ 4' SIUDBOLISIOW[)OD TDXB ]g]p III]/gA.B.IN XIGX STRENGTH EPDXY, IMIN]EMBED) INCONC (3f ]/fl 51UDBON510WW1 rvfM35 l:l 2580 ]130 M a61 3 6A1as I'll -i 1) IIOL'TW N RfD&NOI CAST N LUCFU CD (:W' 4 DMIIWIUIUEEI RF f I I ! / / dYNA BOLiSLPEVf ANCMORURE WMINS EM0E0 YS LLEUry ALE 141)dAIY]61 A / ( 134'A.Tfl IC T NG FPO% MN fi)5 f flf (I / ( EPDXY. MIN fi]S EMBEDMENT) INCU P.SB IN ( 1 Gl ) M4NY N 1 OBEAM MLI TOP ] 14 A.I.IiN 1II1+N41 (1 / HUSPIWIT 3635 2710(Incl C 1. (MOD) 343E 3635 (]009fI ( TO) FILL IU HTAPE R (11)INd IO WUUO (]Of IfiE iOHFADFR (1015tl IUWWO HEYS("P.) X 04101E(CMU1 ]950 30IW XUUBE (CMU ]SRI 450D ('18I1/4"X3' W535CREW5(1AINdO RVGOO. USP 29 3/16"'TAPPER+, Il01N iO WOOO (RD11112-314.. IIIFN(9 PFIE ILANGFI UCMU,(1011N If..: HD210-21F(CMD1 3950 3080 rutzlo2 CMU 1800 4500 1aa11/4 e3' ws3 MIN, (]O)1N FD - al USP 12 )3/16'. TAPPER+, (10)]N TO W000 (la)1/4"x2-3/A"TNFN (9 PfR 11ANCFf IOCMU (lOj1N1)IM1CCU HD210-31RMCj 279E 503E HDC21D3 UMU 1800 4500 I" I/4 e9' ws3 sfiI (topD 0 WO 5P (20 /16 PER (. Df]N HOW OOD (]811/4.2.3/4"IIIfN(9Pf111-MU,(10)1N1 WUOD: LGUM262 212E INS LGUM26.23 1430 s595 ERI/S " 'Ingel Anchors, WOUO(41 WNWCUDSCAFWS (4)3{ax41 ITFNHDANCHOIf11: PIP NCF)IOCMII,I T/4 X .'Il SUSSCRENSIOWOOD d t? 2 0 O m a' 0 U Z 0 C7 Q 0 LL J) Q Z 0 V Q r L < yam, 0 U CJ IA II -',u EJ3 a .; to I GT D3 If,3.1 _17- D2 I 1A M 1A D111 if k2 - -- - - - - - ---11�,,,��,�L�._.- �il I 9r , II ❑ II II �f�-N- - -�tl I a .r= CJ1 CJ3 A� =;- n u n n n -- _ n u n u u u u II � = CJ3 - ' I II II II II �� �I II II II II II II �� CJ5 =_-- u n n if n it n n n u u u -_- CJ5 A14G Nil (s � u. y - __i7c 76 __ ___= =_= _ =L I ! I4 A2 PRUEF� pA�BRICA r_17 10 ~LL _ Gl Nsissississass Li I 1,- I I I I I 1 i ATTIC -L- ACCESS I I I I I 1-All - j-' - - �• ems.- 0 1 - - I I A15 - _ o F� -- --- ---- -- __- __ 01\ / A16\ _ C1(;E B1C _ 7 8 '31 '31 FRAI ':(SAL- E:1/4I VIING PLAN - 1'_0„ M 0 1A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 PH www.abdesigngroup.com AA lt0003325 II �EEG UP _ r: Ilaw 1, k' I` F 6 4 u 1 I�z 1 1 ( i III f,� 1 p I I k SUBDIV. & Lill CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 008R1 ',a MODEL: IX 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE:,, f[[.I 4� FRAMING PLAN A ).E 160 MPH EXP. sl,, A. 1A STATE OF FLORIDA I H .1 to /Fsl4{ MAR 12 2021 I !. ( h is I' j I a M CHAEL C. ANDERSON r1 AR NO 7 O 1 3 5 PRINT 03 03 21 DATE: IE1F- - 1 - Reviewed for Code SCALE:� 4 Compliance - .a..... Universal Engineering S T TE ET Sciences .1 i S 3 i ,- =F <4 _ . -(1) SIMPSON HETA16 TRUSS ANCHOR WITH OD G. SEE (9) 10d x 1 Z" NAILS TO TRUSS FLOOR "ROOF/WALL/FLOOR (2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x4", (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS. 1:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 888PICAL TRUSS' -aGIRDER C�NNECTOR(S) SCAT NOTCH DEPTH 1/4*D O HOLE EDGE>5/8" T HOLE DIAMETER < 2/5*D SGL. STUD OUTER 113OF SPAN ONLY 4 &0jj'bh �HOLE EDGE>5/8" BTM. PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE 1 1/2"=1'-0" HOLE DIAMETER <3/5*D DBL. STUD ENGINEERED W OD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HE TA16', TRUSS ANCHOR WIT Hi NOTE: A PT SYP #2 2' x 4", (9) 10d x 1 'q' NAILS Tq 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS. 2 ROWS, T' MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED I ADDITIONAL PLY MAX. TO CONJUNCTION ITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12) SIDS i 4„ z 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOVI I WITH (2)12" x 5" TITEN HD TO CMU AND (18) SDS 'a" x 1x2, 2x WOOD F SCl/ 3" TO GIRDER SEE ARCHITEC ' URA C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W (3)16d (2) z" x 571TEN HD TO CMU AND (18) SIDS '-a " x 3" GALV. C 1x2SECURED110d, SECURED NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMO NAIL'S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIND C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIND TYPICAL ROOF 2a 2b 2C scaLE:3/4"=1'-0" GIRDER CONNECTOR(S) W 6'-O" MAX (W/1X4) 1It' ' 1 to(] It) 'I I,I� ,.I N�)F1I I I I LINT I I tt 1 100 I,, �i I I") SIMI S: i, I 1 H I SR11 IN1, I )�[ I ED I N PRE-ENG TRUSS 1 rANt),e11i1/4"x I I I N ,`ANI I II)INS TI CONTINUOUS BOND BEAM — TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPi ACED EMBEDDED TRUSS ANCHOR t.'I 2X1 No.2 SYP DIAG. \ 13r ,,, .L W/ (3) 12d @ EA. TRUSS (DIAG BRACE TO Ivl DIA(I, NIA 131M CH+)RD -. BRACINS SF 1.- PI AN FOR LOCALION MAY NOT BE REQUIRE D BTM CHORD OF WOOD ROOF TRIUSSE 1x4 BTM. CHORD BRACING 6-0" O/C F ND W/,l I OR 011 IF P MAX., OR 2x4 BTM. CHORD BRACING F NU IYPI ,NI?I I ON IF 10'-0" O/C MAXSECURED WI (2) 10d Dt I'IC I LI 1 `:I I III AN COMMONSECTIOLSATEACHCHOR BTM. CHORD BRACING INTERSECTION TYP. L7 ' 6 - -- ---- ----- -- SCALC 3!4' 10'. COVER 5 TRUSSES) 1030'-0"(1)"X".BRACE n I" 10 r0-0 (3) "X" BRACE "X" BRACE @ CENTER )'X" BRACE DIVIDED EQUALLY I W IM CENTER TO END- ,'xWOOD FASCIA, SFF ARCHITECTURAL PRF-F NG GABI..F. FRUSS - -- S 1I1 1 13A(,K (AS PER TRUSS E_NG)ryl SEE. SCHEDUI-E FOR BOND BEAM REQ, — 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) —SECURE 2x PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T- PLATE W/ 12d's B" O.C. MAX —CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS FQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE VHF CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2: ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS Reviewed for Code .Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 SUBDIV & LTA CREEKSIDE PHASE 2 rl LOT #8 PROJECT# 04321.200 008R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: a i) DETAILS 1' d 19 STATE OF FLORDA MAR 12 2021 MIICHAEL C. ANDERSON AR NO 17305 DATE: 03/03/21 SCALE: 1/4"=1' - 0" S ,`IE�,jET ram./ 3. 1 A 0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX fa V'RF-[ W;T) VVOhl) I j'I i(T /A eLC MAX I k1l 0 110ISSI'1Jj GONC '(WPI 1) LINIFL G'AJP!,I CONI 'vd ' 111PI I VV'I,') l0d, 3t I TRUSS fU lil IN'i [Al I 1-L.) (q, 10 0' (;1 MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL v I - 'T1 —1. o' Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY AiA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 1 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Tt Si CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 �8ffl MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS If x "D c W11 E"1- 6 0 M STATE OF FLORIDA IV/ MAR 12 20 M,11CHAEL C. ANDERSON AR NO 1730505 DATE 03/031/2-1 SCALE: SHEET S3 . I 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. — WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10- HIGH 2x (AS PER TRUSS ENG) PLYWOOD SHEATHING. SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP, TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1 x2. 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV COMMON NAILS. TRUSSES @ 24" O/C, 1 x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE (_7_� GABLE END PRE-ENG'D TRUSS �IJ W/ HIP RETURN SCALE:3/4" SIDE VIEW VTCR SPACING (1) AT EA, AND 6'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed far Code Compliance `-;"-', Universal Engineering Sciences 2194 HWY 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 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200 008R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STAT�QF FLORIDA MAR 12 2021 MICHAEL C. ANDERSON AR NO 17305 111111111 03/03/21 SALE: ]PRINT1/4=1'-0" SHEET S3.IC a GABLE - END _¢ yVV p 0 V "✓ 2R OOP+ WO O O .1P 00 2R° 2R 00° 00 O 00 000 O° 2R ,V_ O 00 O V 00000 0VIq 0° 0 0 0® 3 a 3 v 0 0 0 0 0 0 It- a 2E V ®®® HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3i = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79,80) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0,18 ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE I SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS @ 4" 0 C EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS OF GABLE END. i SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM Bid RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, F1667 PNEUMATIC 2,3f8" 0.113 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2' CDX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.G. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & ^" — ^^ ^" BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Od ZW BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING :FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CSd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING SHEATHING ATTACHMENT.I IG RUUF SCREWS 6"-8" O.C. MAX #8 2" DECK SC @ @ ERGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ^� TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I GENERAL NOTES. ALL AGGREGATE USFU ITT GON(.i l ! I H UJ .JNF ORM1I 111' f 11 id! i M1 AL1r Ik1UM11 A( ,' :RE ,ATE SILF HALL HF 114' nR c RI T 1E c r s WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6°lo AIR ENTRAINED CONCRE IF EXPOSED TO FARM uR wF niHER NON BEARING WO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT EVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ARCHITECTURALDRAWINGS FOR SLEEVES, N � � • I r e. G: I° AMFERFf 4 ALL EXPOSED EDGES (.F ,ON.f I L ARE T00E (,H I Fl ALl_ WOOD (R BE ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS FBC-R2020 7th EDITION 318-14,BUILDING CODE REQUIREMENTS - PROVIDE 6-MIL CONTINUOUS PC)l'IFFHYLENEVAPOR BARRIER VFMHRANEHNDERa1.1.9vIBS-nrJ-GROUrII+WHEPFINDICATED ON CRIPPITACT ELASTIERS,S!I.LS ELASTICITY 1,40 D@SIprIl - b FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPFD2i INLI IF ;AND SEALED WITH aDHFSIVE iT\PF PRESSURE TREAT GYOUp «� COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS _ ' SHALL BE RATED' - - ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: '.. CORROBORATE TI .April 19, 2021 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALI GONCRE FIE BEAMS, SI. AW, C(li UN1W, WALI ` . REASON SHALL BE EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUC I ' D INACCORDAN(J VVI I11 A(:T :147 LAI I '.I WI DOT SHALT_ BE - Planning & Development Services - g P EDITION,'RECOMMENDF_D PRACTICE FOR CONCRF IF FORM -WORK CONTAINS MORE _ ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE Building & Code Regulation Division DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING 2300 Virginia Ave. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, PI-ASHIN( ;I)I IND ISOLA110N 1 IRE s4 PARAIION. ( IR O FHFR NON STRU(:I I ll: \L 11 Fli Fort Pierce Fl. 34982 OF THE WORK. ARE NOT PART OF 'I IIE STRD,: N I1IAl I [ ANS AO 1[11 Y ARC NO I (;()NSII II P. FD 10 HI P•I RUC I II,AI DI PE.NDIN(: PROVIDE SOLID BI SYP #2_ (772)462-2172 ON THE TYPE OF CONS IRI IC I ION LI IF'W I1 FMS SI IMF OR ALF MAY RE I "I (JLIIRF1) kI I I ARE It, U 1111 Rs THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND I IN I REATED WOO1 - Permit # SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' A I REARING LOCP D.R. Horton Homes DURING ERECTION. THIS WORK INCLUDES. THE ADDITION OF NECESSARY SHORING, SHEETING, OWNS WELDED WIRE MESH, SHAL HI= ASTM At g641A1 WAM f,PADP(15 AND BE 1" • I -IY.I VAtgRl' i..! VVIIH IHF WOODTRUS Creekside Lot - TEMPORARY BRACING, GUYS OR TIE-D ACI TYPICAL DETAILS MINIMUM IM LAP !,;HAL L RF UNC SPAT :C PLUS I WO IN, I. F MI SIT I '- I /IIIti S1 LEI 1 _ Response Letter THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED vM t I I T ci 11,n2� SPM.a i) I' o nl; L A(;I I +vnY S 1 E S-GRADED, S I RL. S GRADE LL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED RV A PRO REINFORCING STEEL: -:' - 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASM At I FIA6I5M.GRADE 411 IN C(INta'L I I III P 01WE I I I I::: Rr i',AR SHAI I I I A , I M A615 I-ONNECTOR PL Iir MEETING 1"HI RI (_ =' - This is an error on the plans. The correct ca.11out shall be 19/32" Sheathing thickness and GRADE 60 IN MASONRY OF ORMF"D EARS FRI,I I RI IA'1' 111, sit}V F ANI I I 1 nll.l' III ACED H "(JRDANCE _ - the COTTOet reference for wind pressures 1S ASCE 7-16 reference. DESIGN LOADS W/ THE TYPICAL BENDING I Ili,( .R11M ANI) PLA(IIN, 111 I III (, (IF I1 II AI, ' r II,I 'I AND SPI 1 .^.I IONS DF..`IIGN. f-ABRI CIAI V _ CONTRACTOR SHAI I SEJBMI I P1. HAR SHOP DRAININ(,3 I I IIt PI. A/II HV i'1 1 '' I vkRR ATInN 1 1 I:'' )N IAI STANDARDS FOR IF AII'FO , AR NO DN&I -1il I n q 1 11 I II I I I I Al '1 J ua IF (.T TO I r I �Wfl IT'S VERTICALH r.nNgMENTAR ANI FLOOR: LIVE LOAD 40 psf ROOF. - - LIVE LOAD P BHA�I RAND EVIEW. REVIEW. S. WOOD TRUSSES. E 20 psf TOP CHORD -non-concurrent p MIN APS SHR ,. N4 TAP Ili RAP ,0" 10 psf BTM CHORD -non-concurrent 1/ , 11AP 311 fl7 RAR 42" TRUSS MANUFACI PROVIDE 36" x 31,' CORM It I �v1t5. Ri)ND BEAM nNl) I ni'1'F I I ANU I IF I ! I I !+' al RFAM'RERAI<. s1 f I,F I All `, LOCATIONS WITH I DEAD LOAD DEAD LOAD FOR ADDITIONAL INI ORMA I II )ET INTERSECTIONS O 15 psf TOP CHORD 20 psf TOP CHORD I 1 , ANGI IE I LJI' f' I,I I i l l ,f I I ; "I TAT I Hk. Nl I I N I F FOOT - P LING BAf2.i IN CML O ALL VERTICAL REIN OR III HURRICANE STRAI (7 psf Milt ASPHALT SHINGLES) l:10 psf w/ ND GYPCRETE) FJ THICKENED SLAB. BEAM OR I INIE.L SUPPO[211N(: 1111 WAIT AT 1 I {I 1011 ANI I BOTTOM WI l FI 10 psf BTM CHORD psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SI IAI I RE CON TINE JOUS I IIPUtJGHOLIT THE I IT 1(411 OF ITT CONTRACTOR SHF WALL TRUSSES/GIRDER] BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf RUN REINFORCING RAPS CONTINUOUSLY IALIT 1) AI SPI ICES AND AROUND CORNER ; DOWEL ROOF & FLOOR LA WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST INTO INTERSECTING WFlI I S AND I TOOK AT F NITS `.'• I A( -,GE R SPLICI .S WHEREVER POS`:IHI E DETERMINATIONS, (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LAYOUT, SPANS &' LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACF.Iu-INFORCING S fEF I, I' > ACn CMMODA IF Ili[ INS IAI..I_ATION OF I hn1n OF 11 D I I I -ND. AFFECT THE S1 RU STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf, BALCONIES (EXTERIOR) PSI WITHOUT THE APPROVAL OF TIiF ENGINEER. AND DECKS 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROM E FNGEN E PROVIDE VEHICLE GARAGES: 50psf, ROOMS OTHERTHAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf,.STAIRS: MASONRY: WING CE PLAN SHOWING cc Should you have any questions, please feel free to contact me. 40psf M LICENSED PROFE£ MASONRY CONSTRUCTION MID MATERIALS SHALL CONFORM WITH ALL REQUIREMENT S OF I 111 SHOP DRAWING REVIEW "SPECIFICATION MASONP- I WO l' IRFS" (TMS 4f17 ni III nlNr. rF)EE REQUIREMENTS FOR MA',c)NRY THE HURRICANE S Sincerely, SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL. COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPF('.11 I :I II INS FI Ht MAS(�NI V .111' !'. I I IPI r AND 1,UMMENTARIFS), AS III IIII (SHED BY CONSTRUCTION Si OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARI n. JOIN ( C/ MMITTCI- PROVIDED BY THE _ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALI. S sHAI I 111 1 VJ') (:EI L I IOt 1 ,-'`lI .lL "( I I M%,.I,ONR ' ('I GI IF AG' Ji'1.- BLOC:P IHF I-RUSS 10 STI - OF THE DELEGATE - - ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONI ' IItNL�NI7 WI I H AS I FT ( •t :,DI_ I I - 20n1J 1':;I MOCK SHALL BI PI A(.li � I"il Nl; AND CLADDING VVI! - - DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING ROND LINE I SS'? R H 1-I: 11-,l NOTED L iv " I !' ') 11 .,, I ' BOTTOM OF TIE I 1 'JAS RE FURf- ALL TRUSS TO TRV - OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED. PLACING CONCRI I I I Olt (f I I d. 1, COLUMNS G.R01I I ul 1 1 1 1 1 (,1 ,0NRY CELLS SHALT ' - INIPI. ( WI I li. WITHOUT THE. EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-47F, AND SI TALL PR ) nHL A MINIMUM C()MI r I S'r I\/L IRFNGT I ()1 3on0 PSI AT 28 D' 1 : •. UNI F:SS DOCUMENTS WILL GOVERN OVER THE SHOPDRAWINGSCHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTFD 01HF RWISE ON FOUNDA WIN IN PI AN THE (W0111 MI( sJ lAl I. HAVE A MIvXIMUM 3/8" 'Y 'VIRRATION Michael C. Anderson. COURSE AGGREGATE, AND SHALL. BF PLACED W/ A 51 (IMI' 01 R" 11) 10i 11 A I)NI MFCHANII.1A1 WRITING BY THE ARCHITECT, TO CONSOLIDATE GROUP Florida Architect #AR17305 FOUNDATIOW SITE PREPARATION: TYPE IMF' OR "S" MORTAR SIiALL BE USED EXCI IISIVELY (IN I HIS PROJF ( I, 4111R (AI: 'A ALL Ill FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXFD AS OUTLINED UNDFR ASIM C-270.: HORIZONTAL AND `,/I_RI ICAI N1111-I ri,14 JOIN I F: EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNI FSS I) IT IFRWISE NO IF'.D RE: MOVE MOP IAR [IF,() I ISIONS MAT I. X I I RED INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED 2194 Hwy AIA, Suite 301 Indian es 2937 •Phone: (321) 802-3591 SOIL FOR TERMITE PROTECTION. sP bd i n rouPom FILL CMU CELLS SOLD I^'" I I •i r111.1r FAIL L(,FII- 1,11=1 HFI! I YPAINJ ', )II!SAND/O' I RHI;AI - THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE CEO -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR(, I, ' 'al I \I, ' I , E 11 11 E -1 ! I N r 1 '. a° � � �rl CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE a f,f MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICALI()N AND ERECTION (IF `II ij1I!.(URAI SILEL SHALLtJOMPIY''WITH I!II_ SPECIFICATIONS FORTH[ 1r,,1(iN, FABRICAI ION AND F RECTION OF STRHCJURAt S IFFL FOF'InTT I)ING;i, _ -+' �"• `"+^' '. '$%Y'i CONCRETE:. 9TH EDITION, BY THE AMLRICAN INSTITUTE OF STI FL. CONSTRUCTION t I-RU(:FURAI STEE1 I VV I EF ASI NI C REEKS Tj7 IDE I I` CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLFS, PI ATES, ANO W SHAMES STRI ICTHPAI I I THIN(; SI GALL BI 1', I M A500/A500M, GRADER. Fy - 46 ksi STRUCTURAI. PIPF STIAL 1. REASTM A I IIAG3M, GRADE B. TY1'I I. (.IR S, fy - PHASE 2 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIP[-- COI LIMNS SHALL BE CONCRF I F IILl C D IN 111E SH()P 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS ATTHE ('II)I I IMN BASFS SHA4 1 IRE AID I M A307 HOI TS lVl I I 111I I IT I NUl LF-V' ' 1fd,3 ALL LC 8 CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIORTO OTHER BOLTS SHALL BE /vI I M F 3125/F3125M ROI I S WI I I I WASLIF PS UNIT -' I I II I DENIED EI I Fill NI BOF IS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TOTHE ADDITION OFPLASTICIZER . SHALL BEYIGHTENF1) IN ACCORDANCE WITH IHF H RN OFF-THII NUT ME IHOT, PROJEC T* CONCRETE: SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOILS SHAI_ I RF(3AL VANVFD S I I'' F I .1 HOT. TS ARE IO BE S IELL 1 04321.200 008R1 ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ;. 1" WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON®Dg'I'' THERE IS A DELAY IN SUCH THAT.A BATCH IS HELD FOR. LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL L. D 4 E BB 'W 6E THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY - "1828-CALI" NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. I GARAGE SWING: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: _10 RIGHT RIGHTri 11/2°FOR #5 AND SMALLER - 2 FOR #6 AND LARGER 'tr PAGE: C FOR CONCRETE NOT EXPOSED TO WEATHER !. 3/4" FOR SLABS, WALLS AND JOISTS I.. 1-VT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ' DETAILS I AOSTENER SCHEDULE �.I1,11N' OW ANI) I 'I_;F II:: RUCK I ,A -, i f N'e RS, FASTENER APPI Ii e:N - hlIa,:0.:: APPHf:rATION SIZE TYPE .SPADING 10 P I FIJI LM„ F 1-'JI I I III NO I I tiARA F f t OP BUCK 1/4' DIA. TAPCON MASONRY 8" O/C d1ASONF , • .nN,' Ndll 1!,' i uN- o MASONRY CONC NO WASHER FASTENER SGD. AL EXI f IVORB CASE IIARDENrP , III _ -- - " 1 ` ^ II n I' I I rn I 1 +A:;' 1 IAA R PACK 1/8' DIA OR i/2" DIA EXPANSION BOLT 16" OIC (318" DIN 1, Pi EI N II F 1 HAII I I IU N I r 1 11 I 1, AIRY )Nc 11N I NRY LONG 24" 01C (1/2" DIA) wi WASHER CONTACT THIS ENGINEER FORE WINDIt" 0 (11 (1, I, II III NH ,;II 1 , , Ili 11111At SIPAP 10 tx Pl ,tr tll ll = Ib 11 liLOIN'.-!-' +111I1 III1 1.- NFI ,,; MAe)P1NY.lcrla - �- � - REQUIREMENTS FXT I III I .p x: I DIA ".C" h " 1 11111 1I' I NI1 NPIi-RF"RING WOOD 1121", EXPANSION 24" OTC RACK 2x r 1 :11 N^rl II ^. , ,I1FR � I" � I: � E DUI- UI':I WALL TO COIN(:_ SLAB W/ WASHER BOLT 2x PT WWII WR11i)p 0 1 ' EAFIi -- 11It iT11 I I P"ITO_.TFH ' 11 Sll 1nI Wgy7-IFR '. I A,,yIPFI I, -I 11141 NOI NOTES 1. S IAPLES SHALT NO I HE USLD FOR ANY SI RUC I URAL APPLICAI II )EC, 2.FASIENING01-I)ARAOI: DOORS WINDOW`, AND EX I EPI( R SWIM; I`.'it 111I RsvMI't IIII:KSSHAI.I_HEASPh-R MANUPACIURER'SSPECSAND/ORNOA 3, ALL FASCIA MA ERIAL .$HALL BL HAND FRAMLI ) 4 RAF SHALL BE HILTI X %F HEAVY DU)Y PINS C)P t.OUAL SAML DI;M11 I .19 CII 11 1111' E IN 5. FASTENER 6PAI .INO FoR I HE BUCKS SHALL. BE I HE S'I HICT FH 1 11 III ' )F 1111 IF lq' IR [FIE SPACING DE IAILI..I I ABOVE 6. WIND(iVV AND DOOR BOOKS SHALL BE AS WIDE OR WIDER AS I ill 1.1111 IP I )P VJINDI 1'.r111 EXCEEll FOR .AN EX I t-RIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILEDAND 2x MEMBERS ARE !A CUREP W/ 1APCONS OR PAF 10 THE- SUBS I RA! I 1 1/2" EMBED., 4" END DIST.. 1 112" EDGE DIST, 4" EMBED., 4" END DIST, 3" EDGE DIST 4" EMBED. 4" END DIST., 3" EDGE DIST. Reviewed for Code ! Compliance Universal Engineering Sciences I i; 160 MPH 1 _ v STATE., (.-)`a MAR T2 2021 HAEL C. ANDERSON Ali NO Z17305 X�IGailiivi 03 03 31 I SCALE: 1/4"=Vt 0" SKEET S I RECEIVED Planning &Development Services Department Reviewed for Cod,: Compliance A�� g � �21 ' I Building &Regulations Division ,. .. , , Engineering ' I', Sciences ~" "sciences a{' 5T. Lude County, Permitting Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model If Manufacturer Glass : Description Method of Attachment 9uildingDesign Product Design' APPROVAL REVISION DATE Pressure .Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as 185 SH MI Window and N©n I Imbact shown in elevations and installation details.For anchoring through frame into masonry (+38) % (-48) (+50) / (-SO) FL17499.2 RS 10/08/Z023 SH Window Doors I f /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum „ 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 i sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in, installation details.For anchoring 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 R5 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1' min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1); For anchoring through frame into wood framing or 2x buck use #10 wood strews with sufficient length to achive a 1-1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and tapconsconcrete use 3/16" g / FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors N�n Impact p � g+38 embed. Into substrate w/ min 2i1/2uedge distance.tLocate anchors a'sslhown in ( ) / (-48) (+60) / (-60) installation details. I For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as r. 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 i FL15332.2 R� 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min`2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (t48.t j / (48.2) installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (=47} ' door with transom 16.2x7 73 W6 FL16107.3 R13 R14 ( ) /2 Double Garage Gara a Clopay N/A 3/8" x 2-3/4'' Hilti sleeve anchors 6" from ends 22" O/C (+29) / (-35) (+36) / (-42). PENDING APPROVAL) 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) /(-38.3) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15} 12/31/2023, Double Garage Series 170-175, 177, 180- Overhead 1 N/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, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" 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 field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof UZO Interwrap N/A -, FL5259.1 R32 12/23/2023 Underlayment pol stick IRXE. Y Pol YBlass USA Nf A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment WeatherMaster 100 Atlas Roof! rig Corp N/A Self adhesive (Alternate) Self adhesive FL34546.1 R1 l 12/31/2024 Underlayment U (Alternate) shield Granulated Owens Corning N/A ; FL27076.16 R1 3/28/2023 Underlayment Weatiler'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 FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A' (ALTERNATE) -- FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6 ) / (38.8) (+157) / (-46.1) Install per manufacturers recommended requirements: FL152721 R4{RS) 12/31/2023, Soffit (Alt) T2 Alside N /A (+31.6) / (-38.8) ` (+75) / (-75) -. (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in 24 GAGE Hurricane Storm N /A concrete / masonry; 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed N/A (+47) /_(-53) FL16293.1 R3 12/31/2021 Less than 6' span panel screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4"in R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A te / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed concrete N/A (+4�5 FL16293.1 6' span or more panel MFG. screw or all thread but with wing nuts. 4 ` RS 6/27/20Z1 ZipS stem y WmIlSheathing Huber NSA Install per manufacturers recommended requirements.' N/A N/A FL17147.1 Sheathing James Hardie Install per manufacturers recommended requirements. $ FL13192.2 FCb 12/3'1/2023 Lap Siding Cemplank Building Products, N/A Inc N/A Install per manufacturers recommended requirements. 1 Joists (2 Story BCI ESR-1336 FL1392.1 R7 1/1/2055- Only) CONTROL DATE 33021 27.94 HWY AsAy SUIT INDIAN HARBOUR FLORIDA 32B-i c h q #: 00, rs" "'-z 03.30.21 DATICt