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STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A 0 o 2 8 ...%waw"\1`t1� 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Te1= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: - FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB - MIN. INTERIOR FINISH - CLASS B - BASIC WIND SPEED - Vu1t=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES . CALC.'S LIVING 1828 60. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ, FT, A/C VOLUME 15'120.9 CU. FT - ABBREVIATIONS REVISIONS ARV. ABOVE LAV, LAVATORY DATE DESCRIPTION AC ADJ. AIR C'ONDI'I'IONING ,ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE C'ABTNTT 01/16/18 GD'S ISSUED 01/15/18 2011 FBC UPDATE ALT. AMP, ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINITYRIM 01n6n8 — CD'S RE -ISSUED BD. BOARD M.T. METAL THRESHOLD (`I. CENTER TINE MTD. MOUNTED 02121AO SIDING ELEVATIONS ADDED CAB. CABINET MTL. METAL CLG. CUR. CEILING CLEAR N.T.S. O.C. NO TO SCALE ON CENTER 03/26/18 CD'S RE 155UED CONC. CPT . CONCRETE CARPET Pi, P.B. PROPERTY I.TNG PUSH BUTTON 04A9/18 _ FOOTING REVISION PER M. BOWES ' 06/21/15 CD'S RE -ISSUED (.T. CERAMIC TILE PH. PHONE 1). DRYER PLL PLATE 02A9/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) DBL D.G. DOUBLE DUAL GLAZED PLYWD. PR. PLYWOOD PAIR -- DIAL DIAMETER P.T. PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM, DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/28AS REVISED LINTEL SITE AT FRONT ENTRY DOOR DP. DR. DEEP DOOR R.A.G. REF. REF RIT,T, AIR REFRIGERATOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBA 04/24/113 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE IMELBa D.S. DTL. DOW NSPOUT DETAIL RM. R.O. ROOM ROUGH OPENING 06A2A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) D.W. DISHWASHER S C SOLID CORE. EXT DR EA. EACH S.D. SMOKE DETECTOR 06/11/19 — ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK ROUES ELEV. ELEVATION S.H. SINGLE HUNG EU, EXH. EQUAL EXHAUST SET. SHTHG. SHEET SHEATHING 01A9/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) EXT. PGFX. EXTERIOR FIXED GLASS SM SIM- SIMILAR SHOWER 013/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF 10/25/19 _— ADDED OPT. 8'-0' CEILING HEIGHTS F.G. PIN. FITEL GAS FINISH SL, S'L. GL. SLIDING SLIDING GLASS 01/01/20 REPLACE LISP CONNECTORS UITH 51MIDSON CONNECTORS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS FR. DR. FRENCH DOOR SECTION CA CiA. FOOTING GAUGE TEMP. THK. THICK Dc,LA s THICK 04/09nO OFT. 8'-O' CLG. HGT: ADDED LED LIGHT IN FOYER GAR. DISP. U.F.I. GARBAGE DISPOSAL GROUND -FAULT C'LRC UIT T.O.P. T.OP. TOP OF CIIRB TOP OF PLATE 04/09R0 OPT. 8'-0' CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCHUAY 05/06/20 ADDED ELEVATIONS V 4 W (ORL) GL. INTERRUPTER GLASS T.O.S. TYP. TOP OF SLAB TYPICAL 0U15R0 ADDED ELEVATIONS "MG'-'MH'-'MS' IORU GYP. Br), GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE 01/01/21 — 2020 FBC UPDATE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HUT, OR HT HEIGHT W'.- WITH INSUL. INSULATION WD. WOOD INT. INTERIOR \VDW. WINDOW W 14 WATER HEATER W, 1. WROUGHT IRON Z oS►- Io/Z INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG AI —FLOOR PLAN PG A21C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Si —FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.11C—DETAILS PG SN1—DETAILS DESCRIPTION Reviewed for Code Compliance E9 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #91 - PROJECT�Ji 04321.200 091R1 IlI�ODEL 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA a -Ts r"11Y' DATE: 03 03 21 SCALE: 1/4"=1'—O" 1 SHEET C1 A GENERAL NOTES SITE WORK F 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODER SIDEN, TIAL (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) LINO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, III SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION, THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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 FRIO TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH OF THE ARCHITECTIN RI G0 OC G THE WORK. 0 5. ALL BACKFILL AT STRUCTURES SLABS, STEPS'AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8 LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FORTHE RESULTS OF ANY ERRORS, DISCREPANCIES OR OIV ISSI NS IN THE , H THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION CONTRACT DOCUMENTS, OF WHICH C/ AND OR o AND COMPACT TO 95/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT,BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE CHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. TH CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURI G I 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE' 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, TR AN WITHOUT WRITTEN APPROVAL R T R 8. THE CONTRACTOR SHALL MAKE NOS STRUCTURAL CHANGES OU A P AL FROM HE A CHI ELT/ ' EN INE R. G E CONTRACTOR IS TO VERIFY THE E ELEVATION OF THE FINISHED 10. E N SHED 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 BEICUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES. 1,1ARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1, GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, ° C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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 COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED,. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE QUIF�PED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, RTIF ICATE OF COMPLIANCE SHALL M ACE L BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR3 NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN, THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL " MIN:. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6; THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALI BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION iS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATIONS ALL ALSO BE , PROTECTED BY NOT LESS THAN''/2-INCHGYPSUM BOARD OR EQUIVALENT. i ail a, TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I:, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA -THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F, AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED OSE TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED: 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3 3. CONDENSATION LINES SHALL BE MINIMUM: /< PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMEDSTRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINt35 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FO R COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE �ncawn rmwnw 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787 3. LATH & ACCESORIES PER ASTM-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 PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063. 19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION 0 OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Ea Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE 2 I LOT #91 , �"'ROJECT# 194321.200/091R1 4EBB I r. " 1828 CALI RAGE SWING: RIGHT PAGE:F to GENERAL NOTES { " 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. AP x s0 a' e AR NO 1 ' 0 3,/0;3/ 21 15CALE: 1/4"1_1'_0of SHEET G GROUND SNOW LOAD` WIND DESIGN SEISMIC DESIGN CATAGORY' SUBJECT TO D E FROM WINTER DESIGN TEMP I ICE BARRIER UNDERTLAYMENT RE(.ZUl p" I FLOOD HAZ RD AIR FI EZING INDEX ' MEAN ANUAL TEMP? SPEED (MPH) tOPOGRAPHIG EFFECTS` WEATHERING' FROST LINE DEPTH TERMITE NA 160 C I NA INEGLIGA51LE NA I VERY HEAVY 1 42 NA JOEE SURVEYSURVEY1 NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION IF -BC R302.9.1 THROUGH FBC R302.94 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FSC R302.10.1 THROUGH FBC R302JOB I1'-01 9 6 3❑ ❑2 (2) 3052-SH ? (2) 30 2-SH EGRESS i,,k' — — — — — — — — — — — _ o I� ROOM I 8'-8' CLG. 101-011 1'-0" ® 6068 s G.D. ® 0 — — — _ _ — —IL BEDROOM #1 8 -8 CLG. DINING ROOM i� Al I i 4'-4"a" 8'-01: _c. V. Q - IUG. 11R-15H - C. b36— — — — — — — — — V.� BATH#1 I i W.I.C. b'-V CLC& a Q — — — — — — — — l . --- ---- B I 36 x60 El r; -- SHWR PAN IOPT i I �^ I W/ ENCIL 3'-0" 11 _8° _ b24 SINK 2'IR ISN 3-S sb36 ---u A r—_-�T+ _ ?-8 _1 AlKnUREN 6'-8 DCLGY i ( Jill 71 IR-15H �� — I PAN. 3160 RANGE b36 B n 6' 8" Lc _°ii 2' 4" C ''-0 5.8 'n O O — — V ARC ryv °Q-y I BEDROOM #4 ,n C. 8, D1CL.G. ro I C. YN ti' I� m I I 1 " �� ® -� uJ II'-0' 2'-g" v 3'-6" 3'-4' 4'-0 Ilr 8 0Ln w m - BEDROOM#3 V-a' CLG ^ i i a �, I i�ED Ni- MT.�B 3'-4" -8" 3 -8 = 8 ® II r 22'x54' II I ACCESS I ONp LAV. II= 0 L-----U Al I Id n HOLLARD N BATH#2 �a I I I As REQ. W-8' CLCL I I PER 51-DG. CODE 'b 10 e — GARAGE 8'-8, CLGL 21-411 V. FOYER allcLG BEDROOM#2 - 306a W/ V-V CLG T 'o T S 36"X12' ® C2 ECORES 0 101_211 0 TRANS. B,EMcLG. ARCH ELI --------------------- 4' -4" 21'-4" . 3 .g GABLE ROOFS I ) i 10'> < 04 30:= t� For r `x l:: _ .cat Dui S mnz I &F � R I , � t;3a N'(* "" FIG HE i' 301,2(7) COMPONENT AND CLADDING PRESSURE ONE$ SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. I6 SQ. FT. SS SQ. FL TOTAL 2362 SQ. FT. A/C VOL6WE 15720.9 CU. FT. 11'-4' BRG. CXAPONEW AND CLADDING WIND LOADS WIND EXPOSURE FOR 3 SECOND GUSTS OPEMICS "ARE ZONE 160 APH WINDlYilU REIrIAPoC9s AND TYPE FOOUGE MIN. WINDOW I' 10 5 34/-45 CRITERIA EXTERIOR SWING 18 33/-43 u DR. MIN. CRITERIA S.G.D. MIN. 41 3 31/-39 a CRITERIA I 80-70 O.HD. 56 5 29.1/-313 7 12'xl2' SOFFIT 1 5 373,1-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. Cl 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. CONTROL DATS 01/01121 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 0 O FLOOR PLAN - SCALE: VARIES e' SCALE: 1/4' _ 1'-0' NOTE: r -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN'AIR GRILLE. Qj - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. U -OTHER OPENINGS E5ETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/&' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20'MINUTE FIRE -RATED DOORS. - EGRESS NOTE DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE: AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED SY THt HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHGG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■©■�®0 ARCH DTL. B SCALE: 1/2 1'-0" ry ^� II DBL. it TOP PLATE: II �ry 1 � a I„ BAR DETAIL Reviewed for Code Compliance Universal Engineering 91 Sciences 194 H WY A1A, SUITE:301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www. abd esigngrou p.com AA #: 0003325 W i P I i �d f f �. I II F': I �p : pk CRE'EKSIDE s PHASE 2 LOT #91 (PROJECT# 04321.200 091R1 MODET. 4EBB "1828—CALI" 'PARAGE SWING. RIGHT ':.AGE: s i FLOOR PLAN P la 1, 16 0 MPH EXP. STATE OF FLON tC3 ~ 'MAR- 9 9 291- 9�H� $ i a g �R ND , f' ��➢': DATE: 03/03/21 l SCALE: 1/4"=1'—O" SHEET At SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED HAND (TYP.) S'-8" BRCS. HGT 16'X60" FYf=ON DECORAT SHUTTERS OR 4B EQUIVALENT q rrP. 4' RAISED BAND CTYPJ 0'-0' FIN.`FLR., _ W10-1 JOIN 8'-S" BRCS. HGT,10 8'-&' BRG. HGT.,$_ EQUAL EQUAL EQUAL NTROL JOIN TO _CONTROL JCl T - - TO CONTROL JOINT +/_19'-0° BLDG. HGT. 12 4' FREIZE 8 ® BAND A p U 1 "IB 1t' 7 WAI A 8'-8" BRCS. HGT. 4 � OPT. COACH L IGHT �■---�111�1 I��I ICI III . -, „ - -��II II'I I I 1 I 11 SCALE://T,-:XTURED FINISH NOTE: WALL FENESTRATION FLASHING AS 10;=71; F5CR 103-4 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 48 rYP. -LR. I I I ❑❑ ❑� L--.------------------ II A3 — --� v REAR hLSEVATI®N SCALE: 114 = 1'-0' TEXTURED FINISH V i3O'-0" FIN. FLR. RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I�6 ----- - --------------------------- ----- - ob-S' BRC-i. TCGT. 101 F- - ----- ---------------ry -------- ---- 0'-0" FIN. FLR: LIBFT (ELEVATION SCALE: 1/4 = P-O' TEXTURED FINISH '-0" FIN. FLR. Reviewed for Code 91 Compliance Universal Engineering Sciences 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 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA - 138 SQ. IN. FERVENT (net free area) OF VENTS REQUIRED 3.41 (TOTAL# TOTAL # OF VENTS PROVIDED 4 'i SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR F EET OF SOFFIT REQUI RI 67.20 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591" www. a b d es i g ngro u p. co m AA #: 0003325 psi r �I TO a it p} " v. s I CREEKSIDE I PHASE 2 G LOT #911 1 "PROJECT# 04321.200 091R1 f 4EBB gym_ "1828-CALI" g } > RAGE SWING: RIGHT Y7AGE: ELEVATION "C1 I µ 160 MPH EXP. C STATE OF FLORIDA MAR Q 9 I -- MI640 C: MDEMON AR NO 1730 ��RINT ]DATE: 03/03/21 p 15 SCALE:1/4"=1'—O" I_.nSHEET i, ELECTRICAL LECsEND SYMBOL DEFINITION NOTES 125V OUTLET ' 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCI-i GF1 110V OUTLET EQWPED W/GRND PAUL INTERUPrER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF GROUNDFAULT GFI OUTLET INTERFPTER U SWITCH SWITCH 3-WAY OPER It4 I SWITCH 4-WAY OPER. WALL MOUNTED L IGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN 1 CF1M PER SQ. FT. VENT. FAN W/LIGdT I CF1M PER SQ. Fr. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® 4 FLUORESCENT LIGHT B WRAP 2-BULB AROUND (RECESSED) ® 4 X2 FLUORESCENT LIGHT 2-13ULB WRAP AROUND (SUI-•FACE MNT) T FLUORESCENT *FLUORESCENT 4' TRAGIC LIGHT 0 PANEL METER SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP__WL ® $/CO CART ON MONOXIDEi SMOKE DETECTOR COMBO HARDWIRE INTER-DONNECTED SHALL BE A pISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OU TELEPHONE JACK WATER HEATER IGNIT[GW uITI r�U;3DE TO BE ELEVATED-RFR� FBI F�(AEVAT D DISCONNECT ,210V AIR CONDITIONINGS TO B UNO. DISCONNECT SEES HEON TY TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED A6 SUCH FOR INSPECTION CEILING BOX TO BE SUPPORTEDRTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS OUCH FOR INSPECTION 24'. INCANDESCENT LIGHT STRIP ono 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 40'INCANDESGENT LIGy4fT STRIP FLOOD LIGHT FKP OPT. SECURITY KEYPAD P.B. RISFI-BUTTON FOR CHIMES �--► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED Y HOMEOWNER PRE -CONSTRICTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MCCR 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 MISj FBCR 1TH EDITION (20201 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENEMY EFFICIENCY) 2020, 1th EDITION R404.1 CE IL ING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN a n ----------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' 111 I'-0" PANEL:.8/16 wpcit breaker FEEDER: 3- #1 CuTHWN & 1- W P Panel MAIN - A VOLTAGE: 120 / 24U V -1 Ph MAIN: 1'61 Amp M C;.13 #6 Cu (G) in 1 1/2" C OR3-#2/0ALTHW & 1- 46 Cu (G) in 1 1/2" C Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 -- - 20 Imgation Pump 1000 3 4 Space 5 6 530h A/C C. U.-1 35 2 #5 Space:... 7.:. 8. _. PANEL - A PANEL: 42 crt. breaker VOLTAGE:-120 / 240 V FEEDER 3-#1CuTHWN&1-#6Cu(G)in11/2"C CAR 3=42/0'ALTHWN&1=#6Cu(c -1 Ph MAIN: 150 Amp M.LO. )in11/2`C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire: #12 1 20 Small. Appliance 150D 1 '2 1P.1000 Range 50 2 #6 #12 1 _. 20 Microwave/Hood GFI - 1Boo 3 4 #12 _i_ 20 Small Appliance '1500 5 6 4500. Water Heater 25 2 #10 #12 -1 20 Refrigerator 1500 7 S #12 I- 20 Dining Room. Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 P12 1 20 Bath 42 GR4 Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer/Hall Bed #2 & #3/ Bath #2.Lights AFCI 900 13 14. 5000 Dryer GFI.. 30 2 #1C. #14 1 15 Limng Room Lanai Lights AFCI 900 15 1.6. #14 #14 1 I 15 15 Kitchen and Pantry Lights & Rcpts.. AFCI SD & C/O AFCI 900 _ 900 17 19 18 20 1500 1000 Washer GFl Garage Door Opener GFI. 20 20 1 1 ##12 #12 #12 1_ 20 Laundry Bed#4l Den AFCI _ 120D 21 22 1200 GarageLights and Receptacles GFI 2Cr 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 _ Space Space 25 27 26 25 900 900 Bathroom #1 AFC1 Pxtenor Lights and Recept GFI- 15 15 - 1 1 - #14 #14 -_ Space 29 30 1000 Imgatiun controls only 20 t. 9127 Space: 31 32 Space Space.:.. - 33 34 _ Space Space _ 35 36 Space Space 37 38 Space #8 _ 2 35 A/C AHU-1 (Heater 5 KVA at 651,/ 5525 39 40 Space 41 42 Space Load subject to. demand factor calculations / line 16000 27600 Load subject to demand factor calculations Nine Demand Factor Calculations ABBREVIATIONS: .AFCI ARC FAULT CIRCUIT INTERRUPTER NC: NON-COINCIDENTLOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts. at 100% 10000. Remaining watts at 401b 13440. Total A/C load — 10829 LOAD CALCULATION IS BASED ON ANC NON -COINCIDENT LOAD Total Conneetvd Load Watts 34269 Total Amp.. 'atts (240 volts) 142.8 General Lighting & Receptacle Load Total AIC Square Feet. 1828 General Us. & Rec 3 W.f Sq -Ft. 5464 Hi Hats 1 at 55W/U ht at 100% 65 5549 Total General Lights & Rec (Watts) Ckts# watts/ckt Totalvvatts General Lts & Rec Panel A 91 6171 5549 I I I � � I ° I � a I � I I m I LED LIGHTING C DOUBLE LAV. BATH M 150 AMP ELEGTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" CIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 92/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code ho Compliance Universal Engineering Sciences LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN a 1% CU IN 2' CONDUIT OR 2/0 AL- SI=F (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQIIIPMPJNT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS O' THE FBCR 1TH EDITION (2020). b18" DIA X 8 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 SUHDIV. ee LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATA 03/03/21 SCA1E:1/4" V-0" SHEET El ,o 4, I A F 0 I I PLUMBING PLAN SCALE: 1/4 = V-0' n Tu T Mi (LE KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I I I (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance ID Universal Engineering 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 #91 PROJECT* 04321.200 091R1 MODEI. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA 1 MKn- 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET PI a ■ e MECHANICAL PLAN SCALE: 1/4 = P-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences SVBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET MI 0 PER FLR PLAN 1/2' CLG_ 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX 01-01 FIN. PLR 2X4 TOP PLATE PRE-FAB TRUSS -2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16r" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 2411 O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I' -O' FIBER'LASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE—ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS 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.C- 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVINGUPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.J INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS /1A1 (NON-BRG.) n1 J SCALE: 1/2'=1'-O' 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD VAT ION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 0' OLPER ELEVATION T1'P- o.N. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. Y_ DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR� BOND BEAM SOLID GROUT W/ (1)- "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 rPRE—ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTEDSOFFIT • II - 1 A ^ I rr. .r 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-O" I/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a OL 0'-0' FIN. FLR. dtl d d d dam. 'd da a H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR e05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D� SCALE: 3/4'=I'-0' SYSTEM iS REQUIRED. FOR ROOF - SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22�o TYPE iI, ASTM D 45613 TYPE IV, OR ASTM D 6�5_t FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. 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 0'-0" FIN. FLR.,j�_ 8' CMU — O NOT CUT -iE BOND EAM EBARS „CAULK AND REAL GAS LINE PVC SLEEVE FOR GAS LME CM V!' GYP. WL. DD. d , WOOD DARE A, .v. •'M e q: r21 GAS LINE THRU BLOCK rl•I / SCALE. IR'-I'-0 ,-2X4 SPF 24' D.C. MAX.—, SECURE W/ (2) 126 NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFF5ACK AT ALL UPRIGI4PER STRUCTURAL DETAILS RON R ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR_ INSULATION R—VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ax2 P.T. FURRING STRIPS w 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL RER. VERTICALCK 1' MIN. BY MAUR SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REa CORNER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL IEQ. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 1 1/2"=1'-011 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `—MTL. DRIP EDGE 5 — 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. d PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU FA F- 0'-0' FIN. FLR. �. d <d dtl Y a. el a a:. A W WINDOW OPENING TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' Reviewed for Code 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 prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the ,Juncture with the building wall with a sealant complying with AAMA BOO or ASTM C920 Class 25 Grade NS or greater for proper ,joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type of sealant. filuid-applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 su:SDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT* 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MICHAEL'� � RSON AR NO T7305 PRINT 2103 DATE: 03 / / SCALE: 1/4"-1'-0" SHEET e TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS O Fu 0 SECURE 2x4 ONy FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X B' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 o6 1IE NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR UCK ATTACHMENT D sCelLe: Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING P S' CMU 1/2' 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 +3/4" OR +5/4" A� W Mf TO BLOCK +3/4" OR +5/4" INDO 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN B' OF EACH END 4 IV O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WKV 3AV TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' D.G. MAX SPACING 2X8: CMM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 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 +1 1/2" D 1PINDOW TO BLOCK +1 1/2" 2x4: cm SECURE TO BLOCK W/ 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, 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 IS' 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 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER T/16' 0.8.5. X 4' MIN. 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 +1 15/16" C WINDOIP TO BLOCK +1 15/16" 2X4: 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 SPACINGS 2X6: CEM 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 18' O-C. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-114' 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 1/49 DOOR JAMB TO BLOCK +2 1/4" NDOW TO BLOCK +2 1/4" 2X4: ® 2X4: CO SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCCNS (MIN. 114' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.C. MAX END 4 18' O.G. MAX SPADING. SPACING. 2XS: ® 2X6: MCI SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE -145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 4 18' OL, MAX SPACING. 8' CMU 2X8: ® I/2' DRYWALL I'X4' 2X8: ❑ 1/2' DRYWALL SECURE TO BLOCK SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' O.S.B. X 4' MIN. MIN. EMBEDMENT 1 1/47 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING 4 10' O.C. MAX 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 7/16" v\WMnW TO Arnex +n" r-,-NWINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CIRM 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.C. MAX SPACING 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' 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 L�j e' CMU 1/21 DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2JI2aI WITHIN 8' OF EACH END 4 6' TO B' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN11Fdr7t11R1=A MPTAII A NU I C: OHII-1 At IVttUtV I U F'LUM13 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F wrlvnnw 'rn Rr.nrx +s" 2X4: CEO SECURE TO BLOCK W/ 1/4' 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. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' 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: CEM SECURE TO BLOCK W/(2) 1/4' 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 3/16' TAPCCN MIN. 1-1/4' EMBEDMENT INTO BLOCK. L—VI 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER IL�—Ilo I' P.T. X 4' MIN. r- 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 +3 3/4" H 1PINDOW TO BLOCK +3 3 4" Reviewed for Code R3 Compliance Universal Engineering Sciences 1 y }' DRYWALL .. IX FURRING W . S,as RIP 2X10 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK PK EQUIREMENTS 9. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C- ANDER90N AR NO 17305 DATE: E:: 03 21 /03 / SCALE: 1/4"=1'-0" 1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE' MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' OZ. MAX (VERY.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED s T' O.C. MAX VERTICALLY 7 N i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T (VERT-) O.C. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/1il ZIP SHEATHING SYSTEM NNSTALLED PER a TO ]" GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' TO a' 6' TO S' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE 5TOPPED AND ° TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX VTO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 10) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INUARP • M. A OLFOLD N1ARD • Ft. A 2. CREASE • PT. B 3. CREASE • PT. C SHINGLE ROOFING) DRIP EDGE- OVERLAP 3'. E>ci I/)' BELOW N EATHil MECHANICALLY FASTEN 4' O.C. MAX OI. FOLD N ARD • PT. A 2. CREASE • PT. B Fol ® I. FOLD INWARD • PT. A 2. CREASE • FT. B 3. GREASE • PT. C 4. FOLD PT. C OVER PT. B TILL FT. C TOUCHES BOTTOM FLANGE FLANGE L WATER TIGHT SEAL. FOLD, QQ NQI aft. J' THICK, 3 COAT CEMENT PLASTER (FRAME), la' 2 COAT CEMENT PLASTER(CMU) i LAYER v2, FORTIF15ER BUILDING PAPER (FRAME ONLY) WRIS LAYER M, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP Will APMWX I A' ABOVE SHINGLES (FRAME ONLY) FRAME OR CM) EXTERIOR Ii WALL FLASHING Is ao KICK -OUT FLASHING (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' s VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE I / �_ METAL LATH 1 6" M'N =A=ER LAP BELOW ONLY �U�DING PAPER LATER W2, RTIFIBER/ B 2 APER LAP SCALE: I I/2' • I'-0. ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DDOUT)O �yTl LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP P MIN LATH LAP, 4" OVEI ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN_ (111-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN W (229-MIN). AS PER ASTM ClOil NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH Will LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS) 6' MIN. LAP 14' LAP ® LATH 3" LAP a PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN Will LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU LURE LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP Will 4 TAPE OVER ROOF/WALL SCREED z 511X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS ' INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L22 5 N.T.S. ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ¢ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE Olii SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPET WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x&' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SEASHANG ERING MEMBRANE FLIWRB LAYER M, &TUCCO WRAP R13 LAYER n, FORTIFIBER UILDING PAPER ETA_ LATH 1x6' SELF -ADHERING MEMBRANE -ASHING OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. _A5HING TO EXTEND ONTO PIPE x4' SELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. LASHING TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT (STALL APPROVED HOUSEWRAP AIR )FILTRATION BARRIER OVER HEATWING LASTOMERIC COATING OVER STUCCO/ :.V. FINISH (SEE TYP WALL SECTION) 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. f IfE i=EN TRATION DETAIL (FRAt4'1E) Reviewed for Code Compliance L E CT E DUniversal Engineering IllllA.'_IIIIISciences DRAINAGzE I=L)4NE (UJRB LA*rER #1, STUCCO WRAF) UJRB LAYER #2 (FORTIF15ER—'—.—'—'—'— BUILDINC� FAFER) 1 IET)4L LATH X X X X STUCCO a ).WOOD OR 7/1roII ZIP WALL SHEATHING 5ELF-)4O1-IESIVE FLAeHING — — — — — — NOTE: 1"IETAL LATH: LATH TO 5E FER SECTION R-103.1.1 / A,5T1�I C-a-47 - l-4a / 11IN. 2.5 L55. PER SO. �r)4RD (UTILITY OR NOr-IINAL LATH DOES NOT 1„IEET SRECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXYBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305jNO 17305j PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD --� INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING 41) JOINT ALL AROUND PER SECTION R703.7 Exterlor lathing 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 1063-192, or ASTM 1787. WRB LAYER "I, STUCCO WRAP iI HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRS LATER 101, STUCCO WRAP) WRB LATER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LDS. PER SCE. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HIS=H I G. M=E.W=i V>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELECTRICAL PENETR C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM =� "� cam' SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CONDUIT ATIO N CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS eTF #1 5T F 1*3 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER "l, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD -1/0, TEXTURED CONSTRUCTION FINISI-1 a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a i' O.G. MAX 8' CMU Ye' TO J4' MID -WALL WEEP SCREED V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "M 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 0 6Tf #2 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIRBER BUILDING PAPER 5TEf= # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F *15 5T E F #(o ELECTRICAL RECEPTACLE Reviewed for Code Ea Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 g V• \�\ CIO SVBDIV. & LOT- CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WAS ,L ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR D 9 201 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: // 03 03 21 SCALE: 1/4"=1'-0" SHEET Y " •.f LEGEND DRAINAGE RLANE (WR5 LAVER #1, STUCCO WRAP) WRB LA1rER *2 (F0RTIFI5E1R - • - - - - - - SUILDING RARER) 1" IETAL LATH x x x x STUCCO lv WOOD OR -I/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - JL II J-f r 2 1/2' CORNER BEAD (FASTENER 4 SPACINCx S) -I" O.G.) GMU 1/2' THICKv 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (�P BLOCK 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. & LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 - MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SKEET fj V Ns I \ 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 8 STICK DRIP EDGE 1/0" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU 11 I1 II II I 1 I 1 I 1 / 1 / 11 METAL FASCIA WRAP 2X6 SUB BAND METAL FASCIA 1 O WRAP Ys" FROM 11 STUCCO, 1" FROM 1 WOOD WALL 1 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 NOTE: NOTCH FOR 2X6 SUB BAND ONLY 0€LEVATION 0 1 1 1 ROOF KICK OUT REMOVED 11 FOR CLARITY _ 1 ROOF DECK (BEYOND) Ile 1 DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) �1/8" TEXTURED FINISH � / WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT`. a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND _DETAIL ® WALL SUB BAND -DETAIL @ WALL W/KIC K—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL d STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lk"x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLf4RITY Reviewed for Code Compliance Universal Engineering El Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C STATE OF FLORIDA MICHAEL WW6ERSON AR NO 17305 +`AAN y DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET A 1 v 0 50 do 1 io W 0) LD 4 OP N 10'-2" T-10 2'-8" 16'-0" 2'-8" 14'-0„ 4'-4" 2 V-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1: SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER .SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS: 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES ANDLOCATIONSNOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.1111INDICATES #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCINGBAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE 1N ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 112 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDE CORNER BARS, SAME SIZE QUANTITYOQB R I FOSc HOED U OCEG EACH WAY. MARK_ WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1' 8" SEE PLAN 101, (2) #5's - (+)0"-0" FM-12x;12 12" CONTINUOUS 12" (2) #5's FM-12x18 12" CONTINUOUS 18" (2) #5's - (+)0'-0" FM-16x18 16" CONTINUOUS NUOUS 18" 18" (2) #5's (2) #5's - (+)0"-D" VARIES F-24x24 24" 24" 12" #5 s s (_)0"-4" FMC-12�18 12" CONLI SECURE STRAP TOUNIT A/C; SIMPS❑N WB C❑NC, W/ ROLL STRAP OR EQUAL @ EACH TAP —CONS CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTIONS TO PAD DETAIL Reviewed for Code In Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 'gA rot.> MEN am ,N it a � 3 ^m �;'' 3,x�Jiro�.m.fl.�m '' ..... �m •,' CREEKSIDE PHASE 2 LOT #91' PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" _ , jkRAGE ST7TNCT ' r RIGHT FOUNDATION PLAN , r; 160 MPH EXP. C STATE CIF: FLORIDA �. m NHCHIAB . C. ANDERSON Art NO 17,0405 03/03/21 DATE: SCALE: 1/4"=1'-0" SHEET SJ Z A. = STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS m uJ U00 V J w _ Z 8" CMU WALL O to 0 19 a. SEE SLAB SCHEDULE EXT. PORCH SLAB A �, a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION'. ° 6" CHAMFER (2-STORY) JOINT (WHERE i • APPLICABLE) z ° SEE SCHEDULE FOR WxD, BAR SIZE 04 AND BAR QUANTITY z I, STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS QFv— w m� W 01) o) B" CMU WALL Z TOP OF SLAB TOP OF SLAB , A - VARIES BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING - ALE: 3/4"=V-0" a z e "CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 ih SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 1/4" TAPCONS BOLLARD A \2x6WOO PLATE A MIN. OF 48" W/ 16d COMMON - WS, 4" O/CBTM. C R OVER STUD x6 W00 EARING — SYP No 2 UDS SEE OR SPACIN . INGLE TE TO BE PT. DBL. TOP PLAT OF SLAB VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY RE B . PLATE TO 'LA d MASONRY NAIL TAGGERED. A IONAL ALQMETAL NECTORS NOT UIRED WHEN NO JPLIFT IS PRESENT. SEE SLAB SCHEDULE < S FOI I 9 INT IOR FOUNDATION' SCALE:3/4"=V-0" / E SCHEDULE WXD, BAR SIZE BAR QUANTITY OD WALL 40 LIFT) ° a SEE SLAB SCHEDULE TOP OF GARAGE a EXT. PORCH SLAB Il ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ` 6" CHAMFER (2-STORY) JOINT (WHERE •! 6' SEESCHEDULE APPLICABLE) " FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING r + /� R /� GE SCALE: 3/4"=1' 0" uJ CX a I NEW REINF. BAR O a SECURED W/2-PART EL I EPDXY. MIN. EMBED Q 8", UNO Q p FOLLOW ALL MANE = SPECIFICATIONS FOR = m I USE AND 00 4 PREPARATION OF U v HOLE. Z = w J o O O• OA 4" CHAMFER 1-STORY 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY — MONOLITHIC FOOTING 7. s s 0. p p o. FM o . p CORNER BARS,SAMESIZE AS LARGER BAR'. v el- IN FOUNDATION WITH 30' LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF, IS CONTINUOUS e•ol. MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROMFOUNDATIONSHAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1"-0" AP TOP PLATE A MIN OF48" A NAIL W/ 16d COMMON — VERIFY HEIGHT NAIL 2-ROWS, 4 O/C BTM. LAP TO CCUR OVER STUD OF WALL W/ PLAN 2x4 DR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W/ SPACING. SINGLE BT LATE 1/ "x DGE ANCHOR W/2" TO BE PT. PROVIDE DBL. OP RSET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" SEE SLAB SCHEDULE Q +_ 0 0' TOP OF SLAB SEE SCH ULE FOR WxD, BA IZE 1 AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE' 3/4"=1'-0'- (W/ UPLIFT) J � 8" CMU W `�i'/ z POURED LINTEL CONT. (TYP.) '00a �.. 8" CMU FILLED CELL (TYP.) TOP OF SLAB r--ti ii N y J i 2X WALL FRAMING <� SEE SLAB SCHEDULE � •.• 1/2" DIA. SIMPSON STB2 BOLTSS" Z Z — ®° MINIMUM EMBEDMENT INTO "ISOLATED COLUMN PAD GROUTED CELL, 4" FROM ENDS AND `. CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX co — POURED MONOLITHICALLY WITH • -- FOUNDATION AND SLAB a ° SEE SCH ULE • • FOR WXD, BA SIZE AND BAR QUAN Ty MBINED EXTERIO MONO- INTERIOR FRAME BRG WALL TO OOTING AND COL. P BLOCK WALL CONNECTION 10 Zu J J � W ul Lu _ w U RECESS AROUND GARAGE (�DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS; 2-ROWS 4' O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 3/4"=1'-0" 19anwasimea11 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 1 UPLIFT IS PRESENT. rSEE SLAB SCHEDULE FOR NRY SET EV: .. d a 4. ..tea d ° EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDAP92937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 3vsaiv ac LOT CREEKSIDE P PHASE 2 :! LOT #91' FaROJECT# k 04321.200 09tRl MODEL 4EBB "1828-CALI" GARAGE SWING: +' RIGHT i +PAGE: I: DETAILS i 1 �160 MPH EXP. C ra � 1 .•"� I L 'V�-, I,A Lv:'tiliA �6 MICHAEL C. ANDERSON AR NO 17305 DA ET 03/03/21 I Reviewed for Codr SCALE:1/4„_1,_O„ Compliance ,,` ISFiEET Universal Engineering 'I Sciences I ° I A DOWEL PLAN SCALE: 1/4" = 1'-0" 25'-10" -.---- 14'-8" Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/03/21 SCALE: 1/4"=1'— 0" SHEET S1.2 o N TIE VERTICAL REBAR - TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM �, VARIES PER ELEV. HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l'-0" EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING CLEAN OUTREQUIRED FOR INSPECTION 0'-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" CMU WALL ° e -SEE SLAB SCHEDULE r 4" CHAMFER (I -STORY) ° 6" CHAMFER (2-STORY) z �J' MATCH STEEL 2E REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ,_ TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" z_ MO U PVC CHASE (DTH �__RU FOOTING SCALE: 3/4"=1'-0" 1 ] LLL REINFORCEMENT PER SCHEDULE qG #5 BARS FIE11 6 1 _0 Eil aCMU UNIT DIMENSIONS � ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE' 3/4"=1'-0" 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 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 9 9 !"1"1 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE• SCALE: 1/4"=1'-0" SHEET u///may ///—/9�� FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16,W/ (9) 10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAI�S, 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 AT TOP 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" ° 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T',O.A. = TOP OF ARCH / T S = 40P OF SLAB ABBREVIATIONS E.E. = EACH END O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T 0. = THROUGHOU MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 1361 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES I1@viewed for Code Compliance Uf4@1191 Engineering Sciences :,;.;:, .."i:".;a-�`i'"ae'���ti.�:F�'�Y,tr+� dRS�,�',i�..,,s3`f•�.-.,..:�.,SeY^a,"L,'r•*:;"a_^8',.� ,y, '.,> ..may ,.. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com j N AA #: 0003325 5 hry n 1 1 ( A. { II a n k h, y 1 ) 1 Tf I E� j f1, t 1 f ; a pi "r a X ��a. N�� l i C'REEKSIDE PHASE 2 x LOT #91f PROJECT# 04321.200 /091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES ,,,,J60 MPH EXP. C STATES OF_ FLORDA �Y ti Iu11CHA�C�:�i1VDERSO�^� �,. AR NO I105 D��`A'E: 03 f 03 f 21 - SCALE: 1/4"=V-0" SHEET S2 s #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-O" 10 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING - PLACE STEEL HEIGHT. REINFORCING (L2) 4: THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. BEAM W/ (1) #5 BAR EACH COURSE • G Y� 8x8 BOND BEAM TOP OF r • Oe�� W/ (1) #5 BAR \ BOND 8 F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND # OF.#5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE 6-1 T/1 M/OB 8x8 PRE -CAST CONCRETE NOMINAL --ter LENGTH OF BAR = WIDTH OF le Q # OF #5'S, TOP HEIGHT OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1T/0MI0BINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T11M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRE WIN SILL TYPICAL MASONRY WINDOW O SILL CONSTRUCTION BOND BEAM 7� TYP.8"xl6" C0 BOND BEAM 1#5 TOPOF b_ .�:. BOND BE;Y OF OPENING •• SEE NOTE 5 MASONRY �. 2 BEAM'DESIGNATION SCALE: 3/4"=1 -0" ... TOP OF OPEN— INS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 19' O.C. MAX. MIN 1-14' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM V/2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BILK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SI:ALE: STEEL REINF. OF BOND.BEAM PROVIDE #5 BAR EACH SIDE O LEVATION CHA E CHANGE IN 7 ELEVATION OF BOND BEAM " reviewed for Code Compliance 3r Universal Engineering Sciences 2194 HWY A.IA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www. a b d es l g n gro u p. co m AA # 00J03325 yq: I i to k'± A i>x � a q Hi � 1 9 r I tl CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: M. RIGHT �` AGE• i 5 DETAILS r 160 MPH EXP. C STATE OF FLORIDA i rt NDERSON Ali'. V40 '97305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" ' SHEET S2. 1 A a 1! ! 11 1! "QUALITY" LOTT S CONCRETE"/ CAST-CRETE / QUALITY SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 B18OB 18-1T/OB o-1rroB 1rroB 1rroB -1TroB TYPE LENGTH �BPLAIN 8/8SOLID TYPE LENGTH W-IT 8116.1T 8IZ0-tT 8/24-1r &28-IT &M-1T 81atB 1e-1TnB tt�tB 1T/1B &1T/1B -1T/1B M-2T 8✓18-2T 6rza.2T 8124-2T 6n6-2r 8W-2T Vi PRECAST 1436 952 3114 4217 5321 am7531 T-6w PRECAST 689 1024 3'-0" PRECAST 15M 3524 4394 5263 6132 7001 2465 6113 6385 7708 W31 10000 15M 3624 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5587 4'-0" PRECAST 514 763 4'1 PRECAST 1303 3060 3815 4570 5325 6079 1981 6113 7192 IBM 7627 8761 1363 3060 U15 4670 5325 WM N-6w PRECAST 819 533 1770 24M 3033 3666 4300 4 $ PRECAST 398 591 4r 4PRECAST ' 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 36M 4249 5'-4" PRECAST 411 411 5'�' PRECAST tole 1806 2374 2944 3513 4084 1319 4480 7198 7342 5780 6269 1018 2276 28M 33M 3981 4084 6-low PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 36M 58n am8548 Me 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 Mel 6'-0" PRECAST 410 721 61-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 less 2329 ZM 3251 3712 71$" PRECAST 570 938 2498 2205 2M 3191 3685 T-0" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 340E 4864 7067 6472 727 1624 2026 2426 2827 3228 9'-4" PRECAST 428 2481 2� 2621 91 PRECAST 192 384 91-C PRECAST 454 586 767 948 1129 1310 633 1593 2204 81 672 1318 1643 1989 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1999 1 V-40 PRECAST 330 544 1312 1742 2252 2868 3830 111-4" PRECAST 132 417 11'-4" PRECAST 4W 544 1312 1742 2252 2868 3552 tM 1643 1 0 1710 12'-0" PRECAST 308 507 1210 1598 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1470 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 IY-4" PRECAST 82 298 134" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2310 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 390 976 1272 low 1950 2379 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 eo9 390 978 1272 7608 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14,-8" PRESTRESSED N.R. 283 14'1 PRESTRESSED 239 422 506 626 746 865 458 1070 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4w PRESTRESSED N.R. NR NR NR NR NR NR 1649 PRESTRESSED N.R. 252 15,40 PRESTRESSED 224 387 484 574 e84 793 412 1074 1340 1703 2118 2573 230 618 908 1134 1353 7572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'�" PRESTRESSED N.R. 183 1T-4" :PRESTRESSED 187 328 365 451 587 880 300 858 1121 1413 1739 M47 192 _ 506 720 501 1135 1312 IW- 4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 _ 1911 PRESTRESSED 162 286 � 430 513 595 235 738 959 1200 1467 1716 186 429 623 803 950 1098 211-4" PRESTRESSED N.R. NR NR NR NR NR NR '-4" 21PRESTRESSED N.R. 125 -4 21'" PRESTRESSED 142 219 3 88 381 454 527 180 598 833 1038 lies 1468 142 373 537 690 816 943 27-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 _ 22'-0" PRESTRESSED 137 226 no 359 428 497 165 NO 784 992 12M 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 3.19 455 581 887 793 MEET OR EACH EXCEED SIDE OF VALUES WINDOW STATED OPENING ABOVE - ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 - ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST - PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 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 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL-C. ANDERSON AR NO V305 PRINT 03 03 21 DATE: SCALE: 1/4"=1'-0" S`/\FKEu/EETD ur//may ///p-®-�� Yam/ f!d a 1!� L �l i FRAMING NOTES: 1. U.N.O. ALL STRAPS FORROOFTRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 1 1/2" HOG 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 AT TOP 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 AN D 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" 0 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. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING GIRDER TRUS TRUSSES W/2X4 SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC wi2X6 B Trod BOTTOM CHORD PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE CHORD 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 2x4 SCAB NAILED TO DIAGONAL ACTUAL TRUSS WEBBING CONDITIONS CONFLICT: THE CONTRACTOR SHALL PLACE ACK ENDJACK TRUSS OTTOM BRACING/BOTTOM THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. CHORD /MIN (4) 10d CHORD BRACING WHERE APPLICABLE. NAILS F DR EACH CHORD CONNECTION A DISSIMILAR BO TO.M CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD TRUSS MANUFACTURER /'ENGINEER NOTES: 1 ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2 500 LBS SHALL BE GIRDER/TRUSS W/2X6 BOTTOM. CHORD FABRICATED W/ A 2x6 BTM. CHORD (MIN.) I IDIAGONAL 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS -/ BRACING/BOTTOM 2x4 SCAB NAILED TO TRUSS BOTTOM CHORCHORD MWIMIN BRACING (4) 10d NAILS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT FOR EACH CHORD SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. CONNECTION 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FORALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. �R1 DISSIMILAR BOTTOM CHORD BRACING @ MID RUN MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I B4111C. ST CONNFROR SCNFOJIF CONTROL DATE: 01J27/2020 BATTS HER SIMPSON I MI. 1EA SON DES UPLIFT GRAvm DES. uPUEr GRAVITY FASTENE0. 11 HAITENER H fA.",A 1625 RII-16. REID %)ITS x11/2"1-PLY,(]) IM 2 PLY, EMBED4" (8)ITT Y11/z"1-PLY,(6) 16. SIT" ENBED4" 71HTA 161& 'SIR 12)META:16 19µ, {I2)1. xll/21FLY, EMBED4" (10)TOP x 11/2'1 PLY, EMBED4". HTA l6 ]BI0 RESENTS Can I,77IO7.11/2 (81 Dl2-NEINNED.4 IS) lOtla 1 1/'1 PLY, Da lA, I.PIO EMBED4" HTA ZO 1all HETAGR 1810 (]O IDdx11/2 (8)1fitl2 PLY,EMBfD4" (9)lod. /21 PLY, Naldd2PLY HMBWYF - 12)HTAUR 2430 QI HMA-20 2035 d]ll lOdx ll)2 1PV EMBE06" ISU)III x l 1/2'LEFF, EMBED4 25W { l0) ISE 2-PLY, EMBED4 (1211602 FOREDAV ILIGTI 1655 IGT2 I.. HISS)1/4"X3 Mag B tlrA-chors WO(I 10d (]). 1/4" X zl/d' TREN,WOODH6116a BEER 33M lGT3-SDI 3480 CONC(d)3/B'%S.pdEE-BGNAnchFAWGOD(12)W52S (1z)SDS1/4'x3" T()GIR0fR,.(4)3/8 x5 HTENHDTOWAI + FBI 243o BETA110 24M {16)-10d%11/$,3Pn ALTTERNArE usF OF (21 NTA30ACCEPTABLf 18. ) 1Dcx11/2, 1 PLYALTERNATE USE OF (2) HETA30AC "ABLE NUGT15• 394$ M. 3965 {l15/0"A:T,R INHIGH STREVGTH EPO%V(.IN_]}"EMBEDI, 122)3WTgWOOD) III SIR "4.i.R.INHITT SiryENET HEPDXY MIN.]Y ERROR,(2210aT WW0. HUI.ST .11, IT GI i. ].ED WON D(8)lW OR50NRY(2)3/4"AT.R (2)3JA'p T R I N H I G X SIR E BIG I H E PO%Y IMIN, 12"fMBE. I16I Ed WCOO. XVGT3• Ga. XGTE. ]LBSB WOOD (8) 10EE MASONRY (2) 3/4"ATR (2)3/4"ATR. I N H IGH STRENGTH EPDXY (UPS 12- EMBED ,I16110a WOOD LVtA X10 PARALIfLTO WALL 9APERPENOI CVWR TO WALL LTA2 1210 PARALLFLTOWALL 1210 PEflPFNDINL41i WALL 0(10)]W ,11/)" 1 (10) ITS xl-1/2" MUGT15 3945 VGT 49. LHWR'.ATR. IN HIGH STRENGTH EPDXY (MIN .12"EMBED),(4)INS DUFNi110C FACE/(12) Had LACY, OFTRUSS 1)'5/9"ATR. IN HIGH SI PINERY EPDXY (MIN 12" FMBt UI(161 51153 /II'Y3' HUGT 9515 (SIGH 7185 (2)5/8"A,T.RINHIGH5TRENGTXEPO%Y(MIN. Iz"fMfi OLR)lOd (2)5 AllA µ.INHIGESTRENGTXEPO%Y(MIN. 1T'EMBEDI(32)S1/"xf' d5 MTM 12 965 MTS12 MIN (14) 10d x 1 O t,(14) lad ILD Lad A11/2" HTW l6 1355 HTS16 1310 (36) I'd X i 1/Y,(16) IS, (16)HH, X11/z" 11.20 1355 I15-1. ]3m (24) 1. X l la', 1201 IDd (SAS TOP x1]/2" HTW 24 1355 ITS 26 1310 4110d X 11($", IN) (2 „ (24)THExll/zPAS LS1A 12 i• 9IA-lz t•• 925 r90 ]IM 1PI1SE0a L51A IS++ 1235 LSTA 18 <r 1235 (141 BIX1 (i, d 1N M A.18•• A ]310 MSTA.IB•• 1315 (H)ia, (100 MSi .24•t 1640 M$1 A-2.- ]640 (E.)1. (1d yE ISF21 MSTA BEEF 200 META- 30•<. zmD lZzllm p2)l Ina I MSTA.36W 2065 MSTA-36++ 2.1. US]IN, (E)IT PRIDED 2]65 MSTI 36 3BN {36)i0a X11/2' S B61;odX11r2- XTSI248 "as G'N. SUN (48)Too Xl DR (48)10d XUT' BRAE PER X6 1R59 IRA) Btlxl"lp (16I BY) al EM TO III ES,(L). ROSTERS SP14 815 S. 0G1 (R) lad 1'OSTUOS(BDAEl.PIAIE (6)1Od xl 112"TO STUBS M P34 525IN F10160M A34 4M Wild.11/2" TO BEAM,(4)MIII/Z BUDGET (4)REX11/2'TDOEAM,(4)Baxll/2111W%7- HHCR[ 6XI µCP2 FEw (lWl0dx11/$" TOTRV55,H1AlRd%I1/2"THRICE IZ)10a Xl l/2" Ri16A ION H]M CO.. (9).1Otlx11/$Y TO?RU55, (ef1M %11/$'TO PWIF I1810d%11/2' MU.Tl5&PHW A"Ei MET &NEBULA 4. (28)SUE I.TR(ISS,(Ia)W13.... SCREWS TO FORT W/5/8"TXREARTY a (Ol-DS2/4"x3"TO WOOD, (DR-SO5114'X21/2'W/ 1FIE DEDROD()ELLUMNASHERi PLY MUGT15&PHUAA 4175 MDT &ROSE 4940 (2811W T2TRU54lOL "NUO( D$CREWSTO POST W/S/%"THREADED ROD (16)SD51/4"PS' TO WOOD, (a)3/4"STUD BOLTS W/THREDED ROD, O NJTS/WASR ER/2PLY 'Al. 2535 6Pi ABU442 $300 ]]50 (B)5/H"ATR. NHIGH STPFNGTN EMBED) IN CONG,(12)HIM TO WOOD. (1)5/8"A. T.R. IN HIGH STRI GETS EPDXY, (MIN.]"EMBF 1) 14 CONC,OBI 1. TO W000. I 'AL1M LTS19 2455 IAA A8U662 2190 18205 (9)5/8 A.T, R. 10 HIGH STRENGTH EPDXY. (MIN.]" EMBEDIIN CUNC,(12dAd TO WOOD (1)5/8' W A. T.R. IN HIGH STRENGTH EPDXY, 7 WERE. IN CDNC, A lAdTOWOOU ••+ 1205 LTT19 •M 1310 (1)3/4AT.R.N H IGH S IRFNGTH BEENV(MIN, T' EMBED) IN BEER, (SIDE TOWWD 1)314".ATR.IN HIGH STRENG IF E POD, MIN. ]" EMBED) CONIC,(R IN TO W000 LTS20B••• IFM LTT20B••• ISW (1)3/4 Ai. R. 11 H1(aH STREN GTXf PO%Y(MIN]"EMBEDIINCONC.,(]U)1Mxll/2TOWOOD (i)1/Z'ATRINMGHSTRENGTHEO%V(MIN]'fMBF"II GOLD(1) Had TO WOO" HTFPS 4160 HTt46 445i (1)5/84T,0.1JAXIGH.$TRfNGTH[PDX9(MIN ]`EMBEDI IN GONG.,(18) 16dN 21/2' (H5/8"ATR. W HIGH STRENGTH EPDXY IMIN.7- EMBEDj IP CURB,2[lktlXbitP' HTTs 501. HIS 5.a IHSI' AT. R IN HIGH STRENGTH EPDXY(MIN]" EMBED) INCONC.,EDS) IS, X,'/2' (1)5/8"A:IR IN HIGH STRENGTF EPDXY IMN,]"EMBED)I CONC,El)][5 X21/2 UPHDB]+ 14395 2H5p411 s'05 11.10 1RE1 AT.R. INHIGH STRENGTH.PROXY, (MIN .III EMBED) IN GONG,(R) W53 WOOD SCREWS (1)1'AT.R. IN HI G H PIPE ED I H F PDXD(MIN.1.-IMPRID) IN CONC,(415DSX x 2H WOODYREWS. PXU5A. .15 HD]B 6645 {))5/8"A.B. NI H IGH STRENGTH EPDXY, (MIN T'EMBED) IN GONE (14) WO WOGDGREWS I1l7/8"AB. IN X IG H SIRE NGTH E POKY, (MIN.]"FMBEB,) 14LDNC, 133/4" BRIO BOLTS TO WOOD TDO ]8M. 1)]/B" A B, IN] HIGH STRE ESTE E BOXY, (MIN.]" EMBED) IN OWN .(3)] Or MOD BOUNTG WOOD NFM35XI2V 25R0 ]130 3.56/1T2S 34]s 5330 (MIT 1-BGL WMIN fi MB EED TH &NOTLESS ANVTRUE ELSE. (0GCW/3/4".NRWRAA1k RLFDXGD "p BOLT SLEEVE ANCY Ra OR OR EO W/MIN S'PMBFOAV GRABBED IN FAR.(l OflOa Ai l015T (1)3/4"ATR.INEIGHSTRENGTTEPONY,(MIN,6.]S' BERE EVOXV�(MIN.fi.]5"EMBfDMf NT)IN CM.LI FACE OBllld )i MENT)INCM.V BEAM TOP(H3/4 AT_RINHIGHSfREENTH HQ54122F BRIG 271011M%) HUSC412 3435 263511M%I 32200259k) (4016d TO HFAOfR (]O)]6o TOW00D (10) Old TO HEADER, Q01G i0 W000 3325 (125%1. .(WOOD) FRAME DONE) 1950 30M XOBI10 (q,,,) lBW 45M j,OODU'x3"'IWs3 SCREW5,110110a TO g(pOD. SP(2.)3/16 T0.VPfR<; 001]Utliq WOm 18)IJ4x2914_TITE49PER FLPNGEJ iOCMU,(1O)IN IO D. HD210-21F(CMJ) CAST 3080 DMLA S. CMV) IBM 45M (j,3"'IWS35CREWS(SOIIMTO WOOD US (GO 3/16" TANKER,(30) 1W BOWDON 118,1/4'x23/4"TITEN a PER RANGEITOCMJ,pRlUdT WOOD HD$10-31fIVOU b95 .5015 HUC2tAD (CMU) law 4500 191114. Na" W53ffREW5 10PER10lI TO ( ( / )( 1 \y00D U5P 803I6 TAP0 ]Po20 WOW 1811JPx23/4'TITEN (9 PER FIAN6F TOCMU, (10;1MT COD LGVMz68 212S RW$ LGUM2&2-5 1430 5595 (Bo %4"W9dg Bolt+ AncYo,S, WOOD 4) WEI WOOD SCREWS (41318:x47REN HDANCHORS(2PfRFLANGEITOCMU,(4)1/4%2-U2 C65CRENSITWOM) 1 TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING 1A O m U O o 3. of OLIL ¢Z N () O U Z O Qco � 4 o O 2 U 2 U Ob m o 3.1 W NT�' 0 V J Z_ z U Q Q m PM 1A 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W11 SIMPSON LTA2 USED TO M GO BRACE TOP OF WALL ;\ U U U: L1 CJ1 EJ7 u? M C) � CJ3 I= II u u II 1C I I II I t I II II II II II II II II II II II I ATTACH 4'-0" LONG 2x SCAB TO CIRI I"' = n n I u TRUSS W/ 1Od NAILS @ 6" O.C. ll n n n u -- (411 FROM EA. END) I I --r r A14G i I I I 6 I \ z- �ifd y/.O hQ ---_ I I PRE-F i _NMAX TRUSSESI I I I I AJA Y22"x541 ATTIC-__ _ �- ACCESS _ A I I I I I I All I I I I H I I 1.A --- 1A - - - _- - 3.1 I I I A15 - -� --- --- - / A16A 7 8 / / V 6 FRAMING PLAN SCALE, 1/4" II T-0" I CJ1 CJ3 0 CJ5 ~ r1A 1A 1A 3.1 E9Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, I FLORIDA 32937 PH:321-802-3591 I www.abdesigngroup.com ^^ 00033251 , I b N d 2f � ryi FS I i 1 I I I 1 1 I xj / ( I 87_713DIV. 8e LOT: ^ CREEKSIDE PHASE 2 B1 LOT #91 PROJECT# --� 04321.200 091R1 MODEL: 4EBB » rr 1828-CALI GARAGE SWING: RIGHT PAGE: ' a I FRAMING { PLAN YI "Y iI. 4i:jI . Iv"...2, YaB Yj a ENGINEERED OD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT Sf�IOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" �A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE 1 (1) SIMPSON H TA16 (9) 10d x 1 2" NAILS TO TRUSS ' ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", 1B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (9) 10d x 1 q" NAILS TO 6", 8" x 4'-0" MAY BE ADDED (12) 16d x 1 12" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVI E 5' 1 W/ 10d NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CON RETP O/C TO FACILITATE ONE ' OVER TRUSS (NOT SHOWN) EMBEDMENT. U ED I ADDITIONAL PLY MAX. TO t�C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x4", CONJUNCTION ITH� .'' ACCOMMODATE GIRDER (16) 10d x 3 T" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED 3° HEAVY UPLIFT :. ' TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, CONNECTOR N1 WITH (12) 16d x 3 z' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS ANCHOR REQUIREMENTS. SEE ARCHITECTURAL ' a" x 2" TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD y; x 1" z TITEN HD TO CMU AND (18) SDS 4 x 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3" TO GIRDER 3" GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2X SECURED W (3) 16d (2) 1" x 5"TITEN HD TO CMU AND (18) SDS '-n',x 3" AND APPROVAL GALV. COMMONNAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED / 10d' GALV. COMMO NAILS BEAM ENSURE THAT CELLS ARE GROUTED 1 MASONRY BOND BEAM SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ TYPICAL ROOF 888-GIRDER CONNECTORS) SCALE- I �AI 2a 2b 2c SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) NOTCH DEPTH 1! O ` HOLE EDGE >5/8" HOLE DIAMETER < 215`D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION co C) d MAY NOT BE a- REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES Z-Z 4 BTM CHORD BRACING 6-0" O/C END WALL OR OTHER AX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF '-0" O/C MAXSECURED W/(2)10d DEPICTED SEE IPLAN DMMON NAILS AT EACH CHORD TERSECTIONTYP. BTM. CHORD BRACING ID SCALE. 3/4'-1 -0' SCALE: .3/4'=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1 TO 60 -0 (3) "X" BRACE (1)"X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W1 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8 O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS b�HLt: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER Reviewed for Code, Universal Engineering; PLATE <3/5*D DBL. STUD 91 Compliance Sciences STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 /2"=V-0 • o ALTERNATE MATERIALS SCALE' 314'=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngrou p. co m AA # 0003325 rate" - v" � � v I; h}34� ull CREEKSIDE PHASE 2 `y LOT #91 PROJECT# 04321.200 091R1 a MODEL: 4EBB "1828—CALI" ' c tx 2tAGE SWING: RIGHT —Al PAGE: DETAILS I, F a t1 16, b t -V i iz MAR 0 9 202a-� @:art 9AFn DATE: 03/03/21 "a). SCALE: 1/4"=1'-0" j SHEET S3e1k. 0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BEiTWEEN'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/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED AT32" OC MAX. / i SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY i� WI TRUSS PLAN CONC. POURED — LINTEL COURSE CONT 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.', GABLE END BRACING W/ PRE—ENG GABLE TRUSS @ CMU WALL U SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 30J INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abd esigngroup.00nn AA #: 0003325 4 -11=11 1,119T SU393DIP. CREEKSIDE I PHASE 2 �.i LOT #91 PROJECT# 04321.200 091R1 MODEL• 4EBB "1828—CALI" GARAGE SWING. RIGHT DETAILS It .i h8 1YYl 1 E Si.r ). C (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO 1x2, 2x WOOD FASCIA — SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE m 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT a 4'-0" O.C. (AT SHEATHING SEAMS) - PRE-ENG GABLE TRUSS STIFFBACKATALL � UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x SUB -BAN IZZ L CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C. SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA, AND 6'-0" O. PRE-ENGINEERLLi VALLEY TRUSS CONNECTION N.I.S. 1BReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDrv. & LOT: CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C I TATE OF FLORIDA l G MAR 0 9 2021 "EL C. ANDERSON AR 017305 rs`'ii� a DATE: 03 03 21 SCALE: 1/4"=V-0" SHEET S3.IC GABLE - END A 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 = 60.60 PSF (70-50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 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: +/- 0.18 FOR ASPHALT SHINGLE ROOF, USE MIN 700 STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (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. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bid 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. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND ®" O.C. IN FIELD ' ZONE 2e, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 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 W W x0 U W rn Y U fJ p0 N io 00 aD TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING 7 = z � 00 J ? m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTS 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 C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF (—#8*2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTFJREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4" STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL MECHANICAL,ELECTRICAL,U NG NICA , PLUMBING AND SITE DRAWINGS. CONSULT 0 PROVIDE 6 �fi AIR ENTRAINED POSED i 0 EARTH CONCRETE EX OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3!4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI318-14, BUILDING CODE REQUIREMENTS. FOR STRUCTURAL CONCRETE, TMS 402I602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON?GROUND WHERE INDICATED ON . CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC'SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FOM&WOWG SHALL BE RATED TO RETENTION. LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Y::" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLMIS: MINIMUM NAILING PER FBCR 2020. 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, E ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE wwoD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCINGSTEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED-WOODTRUSSCONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w! ASPHALT SHINGLES) (10 psf w! No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND. UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS. FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED A5 A GUIDE FORBEARING (ASCE 7-16 (FBC R2020) 020) EXPOSURE C, RISK CATEGORY h ` �' INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS A A AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE. CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER.. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL BE MADE BY THE GEO-TECH.. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE" SPECIFICATIONS FOR I THE DESIGN FABRICATION AND ERECTION O O F STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL, STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5`+/- PRIOR TOTHE ADDITION OF PLASTICIZER, OTHER BOLTS SHALL BE ASTM F31251F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE2ANCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO. EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER TFOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Reviewed for Code 3/4" FOR SLABS, WALLS AND JOISTS 93 Compliance 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Universal Engineering Sciences FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPF SPACING RF;NARKS APPLICATION SIZE TYPE SPACING REMARKS 1Y2 PT FURRING TO CASE RARDFNF'1) COIL 8" O/C GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY 1 12" EMBED., 4" END DIST, MASONRY / CONC. NAIL 1 112" LONG. TO MASONRY/CONC. NO WASHER FASTENER W O/C 1 1/2" EDGE DIST. SGD,AL. EE DOORS CASE HARDENED COIL 9"O/C WINDO GARAGE DOOR BUCK 3/8" DIA. OR 4" EMBED. DIST, 1z PT, SEE NOTE fi NAIL 1 v2" LONG. STAGGERED MASOR!FASTENED INTO MASONRY/GONG. TO MASONRYlCONC. 1W DIA EXPANSION BOLT 24"O/C(3/8"DIA) 2q O/C (1/2" DIA) 3" EDGE DIST. EDGE w1 WASHER WINDOW BUCK CASE HARDENED COIL 91 0/C WINDOWIDOORI FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING Ix PT. SEE NOTE NAIL 1112"LONG- STAGGERED INTO MASONRY/CONC. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR (2) 3MS' DIA. "TAPCON' 181,0/0 1 1/2" EMBED. WEND NON -BEARING WOOD 1/2"" EXPANSION 4" EMBED. 4" END BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST WALL TO CONC. SLAB W/ WASHER BOLT 24 O/C DIST., 3" EDGE DIST 2x PT WINDOW BUCK 0.138' PAF x 2 119' 9" O/C 4" END. DIST.. 1 1/2' PT TO STEEL COL., SEE NOTE 6 W/ WASHER STAGGERED EDGE DIST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 fg �r svaDly CREEKSIDE PHASE 2 LOT #91 PROJECT# 04321.200 091R1 MODEL. 4EBB 111828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 3 160 MPH EXP. C STATE OF FLORIDA i 44 MA9`os MICHAEL C. A DERWN AR N0YA3W kiiIIIII DATE: 03/03/21 SCALJC: 1/4"=10- 0" siIESNI ET }gip. Planning & Development Services Department L Building & Regulations Division - Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description - Method of Attachment Building Design - Product Design APPROVAL REVISION DATE Pressure Pressure For anchoring through frame into wood framing or 2x buck use #1Dwood screws with sufficient length to achive a'1 1/4" minimum embed. Into substrate. Locate anchors as FL17499.Z RS 10/08/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) Doors / 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 sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in a installation details.For anchoring through frame into masonry / concrete use 1/4" MI Window and Non Impact ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ / (-48) (+48.1 / (-48.1) FL15353.2 R5 12/3/2024 Vertical Mullion 5764 Doors i I 1" min. edge distance, Locate anchors as shown in installation details. (+38) For anchoring through frame into wood framing or 2x buck use #10 wood screws 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 / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed.Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. 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 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 FL15332.2 R6 12/31/2024 Sliding Glass Door Series 4Z0 Aluminum SG,D Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2) / (-48.2) A installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL2D461.17 R6 12/31/202L t Smooth Star Therm -T a ru N A / M m. embedment of all anchors to be 1 1 4 + - (36) / (47} + 7 - (4) / (47) door with transom (+36) / (-42) FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (-35) PENDING APPROVAL Door 3/8" Simpson Titen heavy du screw anchor with 1 1 8" OD washer into grout / 1 t p Y duty g 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 wither FL8248.11 R20 12/31/2023 Door(ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration into d wood supporting structure. P dry PP g (+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 N/A and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-38.3) PENDING APPROVAL Door ALT 185,187 i 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 Rl 12/31/2024 Roof 1KO 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 U20 Interwrap N/A � - FL5259.1 R32 r 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive (Alternate) - FL17322.1 R7 12/31/2024 Underlayment Y (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive (Alternate) N/A FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco NSA Install per manufacturers recommended requirements. N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MIMI MILLINUM METALS N/A Install per manufacturers recommended requirements. i 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) 12/31/2023, Install per manufacturers recommended requirements. FL15272.1 R4 (IRS) 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 FL16293.1 R3 12/31/2021 Hurricane Panels 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) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24'GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+45)/(-50) 6' span or more panel MFG. screw or all thread but With wing nuts. Wall Sh€athing FL17147.1 R5 6/27/2021 Zip System Huber N/A Install per manufacturers recommended requirements. N/A N/A' Sheathing James Hardie w f or Code Reviee d Install ermanufacturersrecommendedrequirements. P .Compliance n n Engineering 9P FL13192.2 R6 12/31/2023 La Sidin g Ce fi � lank Building: Products, N/A Universal Sciences Inc FL1392.1 R7 1/1/2055 I Joists (2 Story ESR-1336 N/A @�I Install per manufacturers recommended requirements. Only) CON17ROL DATE 33021