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Home My WebLink AboutBuilding Plans• 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 Is STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, 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. DESIGN CRITERIA: - FLORIDA BUILDING CORN, 7TH EDITION (2020) -ALL IACAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.S 1. CALC.'S IST FLR LIVING 1104 SQ. FT. 2ND FLR, LIVING 1501 SQ. FT. TOTAL LIVING 260E7 SQ, FT. GARAGE 43-1 SQ. FT, PORCH III SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3153 SQ, FT, A/C VOLUME 22403 CU. FT. A1L.VER A D.W. ESA. ELEV. EQ. 1. F G./FX. E. F G. FIN. F R. F UOR. Fk. DR. FTG. GA. GAR. DISP G.F.I. GL. GYP. BD. H.B. H.C. HDR. I-�GT. OR HT INSUL. INT. max: (321) 733-7972 ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER AMPERAGE MIN, MINIMUM BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PIL PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE. DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FDC'ED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL, SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OFPLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPORPROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.L WROUGHT IRON REVISIONS DATE DESCRIPTION 06/28/ll 2-STORY CMU CONVERSION 12/15/P1 APPLIED COMMENTS FROM M. SEAY OIA5118 51D SET ISSUED 02/13/18 ADDED ELEV. 'J' 4 'K' WITH SIDING PER MARK 50WES 02/20/16 50 SET RE -ISSUED 04/11/I8 FOOTING REVISIONS PER M. 50WES OBA1118 ADDED VALLEY FRAMING DETAIL, UPDATED 5OLLARD DETAIL 01/26/I9 DETAIL- 'ADDING 5AR TO 5OND SEAM' ADDED TO 512A 02/26/19 PLAN MAINTENANCE 03/2WI9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/15/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE F'ER WILL SATSON 04/25AS REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE 04/26/19 UPDATED LEDGER BOLT SIZE 4 SPACING 06/19/19 REVISED I -JOIST LAYOUT 06/21/19 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MAW BOWES 09/13/19 LEDGER BOLT SPACING REVISED 11/I5AS ADDED COCOA PLUMBING RISER 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL 01/01/21 2020 FBC UPDATE ARCHITECTURAL SHEET # PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A1A—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—FRONT & REAR ELEVATIONS "H" PG A4H—LEFT & RIGHT ELEVATIONS "H" PG E1—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—FIRST FLOOR PLUMBING PLAN PG P2—SECOND FLOOR PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—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 Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS DE "")CRIPTION DE�_')CRIPTION Reviewed for Code. Compliance Universal Engineering Sciences 1 aioq -o APR 5 0 ?021 5T. Lucie County, Perm I PAGE: COVER SHEET 160 MPH EXP. C ., ARCHITECT STATE OF FLORIDA MAR '1 6 2021 y MICHAEL C. ANDERSON AR NO 17305 DATE 03/04/21 SCALE: 1/4"= V — 0"' GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %2-INCH GYPSUM BOARD OR EQUIVALENT. 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE 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 AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 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 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. CONDENSATION LINES SHALL BE MINIMUM'/4' PVC (SCHEDULE 40), INSULATED WITH'/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 FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 EXTERIOR FINISHES 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. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com lllllimAA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. C ARCHITECT- STATE OF FLOM MAR 1 6 2021 MK3iAEL C. ANDERSON L AR NO 17305 J PRINT 2104 DATE: 03 / / SCALE: 1/4"=10 - 0" SHEET G 2194 HWY A1A, SUITE: 30:1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBDIV. 8c ]LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 09�2R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EX:P. C MAR 1 MICHAEL C. ANDE!RSON AR NO 17305 PRINT DATE: 03/04/21 SCALE: 1/4"=1'- 0" SHEET V 1' 4" DE3L. —� TOP PLATE C 1 l" l � BAR DETAIL DARCH DTL. B SCALE: I/2'=1'-0° (2) LAYERS OF 3/4' PLYWOOD �--42' 14IG14 OR (2) LAYERS OF 3/4' SUB HALF WALL A H U FLOOR MATERIAL RIPS FOR W/ CAP SECURE TREADS TO STRINGER SOLID NAILING 3/4' TtG SUB FLOOR W/(3)08 3' SCREWS ®EA GLUED t SCREWED STRINGER, UNTHp.EADED SHANK PER FASTENER TO EXTEND BEYOND THICKNESS SCHEDULE OF SUB -FLOOR SHEATHING 10'-0 3/4" 2N1) / D / I � 8'-S° BRG. HCxl / FLOORING SYSTEM / (SEE FLOOR 42' H. 1/2 / FRAMING SHEET) WALL W/ o i) CAP / STAIRS RISERS TO CONFORM TO FBCR Q = w 3/4" KICK / STAIR DATA: 1TH EDITION (2020) z z PLATE VoR W '1.54' MIN. TREAD•10' MAX. RISER-1 3/4' q I' MAX. 15 TREADS a 3AW MAX. VARIATION IN R NOSING 0, / 1(D'+ I" NOSINCx RISERS/TREADS ADJACENT TO EACH ro Q OTHER 3/8' MAX. VARIATION IN ANY Lu P MIN. / S T O R e CROSRISES SSEECTITION D ALTO BE 1 1/4'' +IL R-1/4' / 1 1 1!i OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE / 3-2x12 SYP STRINGER NARROW END MIN. 11' WIDTH s 12' FROM / REINFORCED W/2X4 SPF NARROW END 34' MIN. HANDRAIL HGT. W/CONT. BEAD OF / SUB -FLOOR ADHESIVE - FL-400 OR SIMILARE • NOTE: / EA HORIZONTAL RUN -ENCLOSED ACCESSIBLE SPACE UNDER Q p / STAIRS SHALL HAVE WALLS, UNDER fL 43 STAIR SURFACE AND ANY SOFFITS Q ;t / 2 X 4 RE-INFORCING PROTECTED ON THE ENCLOSED SIDE _ n / e EA. 2 X 12 STRINGER WITH 1/2' GYPSUM BOARDS. FBCR 302.1. SECURE W/12d 1i O.G. / D'-+a" FIN. FLR. 2X4 ATTACHED W/ 106 Jul MASONRY NAILS a 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX. STAIR SECTION C SCALE: I/2'=1'-0' FIN, FLR. HANDRAIL m 36' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.6.2 MOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1j"± 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4" ,AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/80 . 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 00033:25 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT 04321.200 092R1 MODEL: 4EHB "2605- HAY'DEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS DETAILS 60 MPH EXP. C ARC T: STATE OF FL( MICHAEL C. ANDEF11SON AR NO 17305 PRINT 2104 DATE: 08 / / SCALE: 1/4" =1'-0" SHEET A I A N 0 t0 m 121 0„ 2'-4' 111_411 2'-411 v 3052-SW' II ® 3052-SH EGRESS (2) 3052-SH EGRESS I I ? BEDROOM #4 i UPSTAIRS - LNING BEDROOM #5 ® s -a CLG. N 81.811 CLG. 0 8'-8' ® I 1= N r 1 � I� L 0 3-SH • • Vr _0X V. yik c0 3 -S' 1 4'_0e 2 O 41_2X GIV- N BATH #3 e6V iG C r 8 e -8 GLG: 81 ��8 ? I i OPT ii ----- I RT N D. ii c— W—_—_��I t__---dt-----i e TUB/ ,n HW A IR-ISH n W.I. C.122'X361 -- N d m ,ti4� �p S' a CI 1 �� v Q• AttIG I ly I — ' � ALGG SSj �8 I iR-ISH 3-SH C 2'-4" v BEDROOM#1 t0 s'-a, CLG. 2'-4"IC 14'-011 a� BEDROOM #3 BATHII 8' 8' GLG. .......... S(kZ r 8 I ,u m � > N i I `L Id © l2 30 2- EGRESS V.I.C. I V �' 2040-SH 052-81-I 3052-SH 1ST LINE OF IST I TEMP EGI;ZESS EGRESS — FLOOR E- — — — It-- 10 -f0 -4 2'_4' 21_4e 8i_0X 131_al V. 1Q 1_/J1X " 211—vQ SECOND FLOOR PLAN SCALE: 1/4 = 1'-0' SECOND FLOOR PLAN SCALE: 1/4 = I'-0' -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF II -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE WVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■o■��om ■IRi■��01 1BReviewed for Code Compliance Universal Engineerinr Sciences - •+ '1 I • • PHASEEEKSIDE LOT J92 PROJECT# 0432E 200 0912M MODEL,: 4EHB "2605- HA'YEIEN" GARAGE S�*I]VG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 1730;i PRINT DATE: 03/ / 04 21 SCALE: 1/4"=1'-0" SHINGLE ROOF FYFON 16'X48" DECORATIVE SHUTTER OR EQUIVALENT 18'-8" 2ND FLR. _ _ BRG. HGT: FYPON 15KTIIXI-1 I I OR EQUIVALENT I I�. b' RAISED I I BAND (TYR) I I 10'-0 3/4" I I 41 2ND FIN. FLR. — 1— BRG. HGT., ENTRY I I I 4B I I A3 I 4' RAISED TYR I I BAND (TYR) I I I S' RA15ED I I BAND (TYR) I I 0'-0' FIN. FLR. I5'-5' 2ND FLR. _ BRG. HGT. NiI�N �u ElJt i N N SCALE: 1/4 = 1',-0' TEXTURED FINISH OFF RIDGE VENT I I I I I � 1 I r- +- I I I I -^ 10'-0 3/4" 2ND FLR. I I "' 12 FIN. FLRJBRG. HGT. --� --- ----- ------ L 01-61,CLG. HGT. _— I I q- - — - — - — - — - — - — - — - — - — — 4B I I A3 I I i TYR I I I I I I ) I I I I 4B I I I A3 I I TYP. I I II0'-f7)" FIN. FLR. ---) ----N - — - — - — - — - — - -- - 12 5 26`-8" BLDG. HGT. _ 164" 2ND FLR. BRG. HGT. /-4' RA15ED BAND 6' RAISED BAND 1V 33// 4 � 2ND FIN. FLR, 0'-B" CLG. HGT. OFT. COACH �— LIGHT 0'-0" FIN. FLR. MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT. 5.14 = 739.68 SQ. IN. MIN. REQUIRED VENTILATION = AX 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ, IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 2.14 TOTAL#OF VENTS PROVIDED - 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 42.27 2ND FLR. —�BRCx. HGT. 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALv. IL' -TYPE r FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES 7LWANDERLAYMENT AS PER FBCR _ _ _ _ LI(D'-m 3/4" 2ND FLR. `051.1. ROOF SHEATHING THICKNESS FIN. FLR./BRCS. HGT. AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE �S'-8' CLG. HGT. - — - SIMPSON LSU-26 2ND FIN. FLR. (PER ELEVJ ILI I! I!! I V. N SCALE: 1/4 = 1'-0' TEXTURED FINISH 2x6 SYP RAFTERS OR PRE-ENG'D TRUSS— . i (PER ELEW ROOF SLOPE PER ELEVATION MIN, "1/I6' OSB SHEATHING GUSSET TO BE SECURED TO 2X6 MEMBERS W/ Sd NAILS 3' O.C. a PERIMETER P-4' O'-O' FIN. FLR, SIMPSON LUS-26 W/ (4) Wa's 2'- TO LEDGER AND (2) 1061's TO 2x6 JOIST = EgReviewed for Code Compliance Universal Engineering Sciences 2X6 SYP PT LEDGER W/ 1/2'x8' THREADED ROD 32' O.G. 4 WITHIN 6' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 2X6 SYP PT LEDGER W/ 1/2'xa' THREADED ROD 32' O.C. 4 WITHIN 6' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXI' 6' MIN EMBED. CHANNEL FOR SOFFIT 2194 HWY A1A, SUITE: 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup ,com AA #: 0003325 ®^ SUBDIV. & TO T: CREEKSIDI� PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL,: 4EHB "2605-HAYDEN" GARAGE SWIDTG: RIGHT PAGE: FRONT 8! REAR ELEVATION "H" 60 MPH EXP. C v PRINT 2104 DATE: 03 / / SCALE: 1/4"=1 ' - 0'" tiJ*0304y A31`1 18'-V 2ND FLR.* BRCs. HGT. IV-0 3/4" 2ND FLR. FIN. PLR./BRCS. HCaT. V-8' CLG. HGT.#,_ V-0" FIN, FLR, BRCz. HCxt. 10'-0 3/4" 2ND FLR.,I,_ — FIN. FLR. V-V 5RGs HGT.y,_ _ ENTRY 0'-0' FIN. FLR.is 1jrj IP IL j Eri V A l I U 1N SCALE: 1/4 = 1'-0' TEXTURED FIN15H N SCALE: 1/4 = 1'-0' TEXTURED FINISH DOuN -PON Il OR %LENT '2ND FLR. HCaT. 3/4" 2ND FLR, ;LRJBRG. HCsT. 5RCs. HGT, TRY FIN, FLR. LR. Reviewed for Code Compliance Universal Engineennq Sciences 2194 H WY A1A, SUITE :301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesi gngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 09'?R1 MODEL 4EHB "2605-HAYDEN" GARAGE SwIN'G: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXF'. C MAR 1 6 2021 MICHAEL C. ANDERS014 AID NO 17305 r PRINT 2 04:l DATE: 03 / / SCALE: 1/4." V-10" ;4t113 yk A z-1F1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SNGLE POLE IIOV OUTLET 11OV OUTLET U2 OF OUTLET WIRED 70 SWITCH -Aa GFI Ili OUTLET EQUIPED W/GRJD FAUL INTERUPTER (TAMPER �47 RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION --��}} WP EXT. WATERPROOF GROUND FAULT —!_F GFI OUTLET INTERRUPTER W SWITCH SWITCH 3-WAY OPER !�4 SWITCH 4-WAY OP'ER r� WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT ©vp LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I OF" PER ea FT. VENT. FAN waK,HT I CFM PER SQ. FT. __VANITY —LIGHT FIXTURE UREE (SPEC'S TBD BY BUILDER) AYES' FLUORESCENT WRAF,URA LIGHT ARoIRlD AROUND (RECESSED) WX2' FLUORESCENT 2-13ULB WRAP AROUND (SURFIGHT ACE MNT-) 2' FLUORESCENT 4' FLUORESCENT �--n- 4' TRACK Lr*lT a Q PANEL METER OSMOKE S.D. DETECTOR W144BATT, DWIFEBACK-11P 91/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR w/ HARDWIRE ® S/GO CARBON MONOXI °''1y DETECTOR �„� BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL - PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WN WATER HEATER IGNITION SOURCE To PP Flo l }LEY�7LFVA }D DISCONNECT MIN IS- AFF_ AIR CONDITIONING TO BE 210V UNO. A/C DISCONNECT AHU ON TSEE SHEET TELEVISION JACK CELNG BOX REQUIRED OJ-BOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION BOX REQ111 BECEILING TO TO BE SUPPORTED N CEILING FA!/LIGI4T ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' NCANDESCENT LIGHT STRIP nno 36• INCANDESCENT LIGHT STRIP nnnnnnnn 48'INGANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD PB, PUSH-eUTrON FOR CHIMES �—�-+ USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • NOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCg TTH (2020) 4 NEG 21012 2011 EDITION. EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON EDERS • WIRING Mi SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR IT14 ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS 44IALL BE SELECTED BY BUILDER AND ID% OF LIGHTING MST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth EDITION R404.1 CEILING MTD, LIGHT TO BE INSTALLED, PROVIDE J-SOX FOR OPT. FAN OUTLET' FOR VENT OR MICRO PAN. --OF'T. ROOM PRE -WIRED CLG FAN I I � ♦ I / ♦� ��StUITGI-I IN CABINET OUTLET / FOR DU1 TO 2ND FL. GFI SWITCH I / — — — I ' ff7: I I j ♦ ♦ I I I I I I\ 1t GFI ® 44' GFI ® 44' /c APP. AFF. 5/GO —J / III FLEX III 1 ' III PRE -WIRED III / FOYER CLG FAN CFlU Lei \1 PC IME \. PORCH L— — — — — — — — — — — — ------ P$. FOR GARAGE DOOR 1 I I t KEYLESS FIXTURE GFI 11 GARAGE d� DOOR PREWIRE GARAGE PRE -WIRED CLG FAN BDRM. #2 WH BOLLARD AS REO. PER BLDG. CODE ----------------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' s I'-0" I I I � o o — LED LIGHTING C� SINGLE LAV. BATH *2 M METER FIELD VERIFY LOG. IRRIGATION OUTLET 48' AFF. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120/ 240V -1Ph MAIN: 150Amp M.C.B FEEDER: 3-#1 CuTHWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit I 1 I Circuit I Watts I Description Bkr Pole Wire #12 1 20 lExterior Receptacle GFI for TUG 1200 1 1 2 1 Ispace #12 2 20 Irrigation Pump 1000 3 4 Space 5 6240 A/C C.U. 40 2 #8 Space 7 8 PH PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120/ 24OV -lPh FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 MAIN: 150Amp M.L.O. AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 5C 2 #6 # 12 1 20 Microwaie / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 1 20 Bath GFI Receptacles 1200 1 11 12 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer / Flex / Hall AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Rm. Lanai, Kitchen, Din. Lts AFCI 900 15 16 Space 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SO & GO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 Space 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owners Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 26 900 Owner's Bathroom AFCI 15 1 #14 #14 1 15 Bedroom #4 / Opt. Bed #5&#6/ Opt. Loft AFCI 900 1 27 28 1200 2nd Floor Halll STD 2nd FL Liv.1 Lauri. AFCI 20 1 #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C A.H.U. (Heater 5 KVA at 65%) 5525 39 40 Space 1 41 42 Space Load subject to demand factor calculations / line 17600 27900 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Connected Load Watts 359 55 Total Amps (watts / 240 volts) 149.9 General Lighting & Receptacle Load Total A/C Square Feet 2605 General Lts & Rec 3 W / Sq. Ft. 7815 H-Hats 3 at 65W/Li ht at 100% 195 Total General Lights & Rec (Watts) 801 Ckts# tts/c Total watts General Lts & Rec Panel A 111 728 801 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B- ALL CONDUCTORS SHALL BE TYPE TH4PVTWN UNLESS NOTED OTHERWISE, GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 44 CAPPER (CU) N 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. C0ORDNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance . Umversai Engmeenng Sciences PROVIDE 3002/0 CU, TWN . MS CU IN 2' CONDUIT OR 3 04/0 AL, THU,N a BIS CU IN 2' CONDUIT OR 2/0 AL. SEAL (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE E.OA/3P MCB TELEPHONE SERVICE ENTRANCE EG)IPhRN I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP V/140 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITIO� 5/8" DIA X 8 FT LC14G COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SLJBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PRO JEC T 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING}: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 1 6 2021 P RINT03 04 21ATE• //CALE: 1/4"=1 -O" SHEET EI ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE III OUTLET 110V OUTLET I/2 OF OUTLET WILED TO SWITCH GFI 110V OUTLET EQUIPED W/GRND PAUL INTERUPEER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GOON FAULT GFI OUTLET INTEFWRUPTER SWITCH Its SWITCH 3-WAY OPER Its, SWITCH 4-WAY OPER. I-i1 -0 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP VAPOR PROOF LIGHT PROOF O VP VAPOR PROOF L IGHT ORECESSED CAN VENT. PAN I CFM PER $a FT. VENT. FAN W/L IGFIT 1 CP M PER Sa FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4 FLUORESCENT LIGHT WRAP ,AROUND A AROUND (RECESSED) ® 4 X2 FLUORESCENT LIGHT AR U UNWRAP AROD (SURFACE MNT.) 2'FLUORESCENT 4'FLUORESCENT p 4 4' TRACK LIGHT —n—�--� ® PANEL METER BATT. BACK-UP P S.D. O SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BATT, BACK-UP S.D. SMOKE DETECTOR W/ HARDWIRE ® 5/CO CAR7lON MONOXIDE SMOKE DETECTOR 0211SO BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL ' PENDANT LIGHT 1 NATURAL GAS v OUTLET ` TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING DISCONNECTTTHIS SEE HU �UN.O. SHEET TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION BOX RI TO BE SUPPORTEDTEDIN TO BE CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n 4 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48' INCANDESCENT LIGHT STRIP 0 FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES UM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARG FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TW EDITION (2020) 4 NEC 210_I2 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR ITH ED (2020), • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR ITN ED (2020). • SELECTED BY BUILDER ALL LAMPS SHALL BE AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FS.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith EDITION R404.1 I I L— — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' / — — — — — — — — \ I q- LED LIGHTING P DOUBLE LAV. BATH °3 i 11' I I _ � - o I L I° I e I I Io L I o I I I I LED LIGHTING DOUBLE LAV. BATH "1 I I � I 11 LED LIGHTIN G Cap SINGLE LAV. BATH "4 Reviewed for Code P �„Compliance Universal Engineednc.. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT% 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT STATE OF FLORIDA VAR 1 6 262' MIgiAEL C. ANDERSON AR NO 17305 r"i'" A 213 04 DATE: 0/ / SCALE: 1 /4"=1' — 0 •' SHEET E 2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 - V-0' (ALTERNATE RIGWT) 2'- TUB 2'--I PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT* 04321.200 092R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 16 2021 M UM L C. ANDER30N AR NO 17305 PRINT DATE/ 03 04 21 SCALE: 1/4"=10 — 0" SHEET p I I q `-------------------------I SECOND FLOOR PLUMBING PLAN SCALE. 1/4 = 1'-0' Reviewed for Code Compliance Universal Engineering 99 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 16 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT // 03 04 21 D SCALE: 1/4"=1'-0" SHEET P 2 E LANAI I I I 0 0------- ° o11711 0 E 0 I I I DINING j LIVING 12' ROOM I ROOM BEDROOM_#2 I O I IGXfo 112010CPXro 120 ct=M I 4' n I r I I I 1 6' I II I 12x5 -------- I I Ito CMloxro HRU Q 120CM II 5 45 GM 3' o i0x6 I I I I I 120 CFM I _I_ p KITCHEN I BATH #2 --r► Y 12' E24 WH STOR. IGX6 - -- - 16 El 5 GM 14 VDx& 4' 120 GM 8X4 f 6' 115 GM III � FLEX 10 III 12X5 GARAG t=Ass STHRU III FOYER III /� N o i I 1 PORCH L------------ — ------ FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 a V-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 91 Sciences SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. C PRINT DATE: / / 03 04 21 SCALE: 1/4"=1'-0" L-------------------------� SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 - V-®' 77 Reviewed for Code F ai :-rameenng Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 2104 DATE: 03 / / SCALE: 1 /4"=1'- 0" SHEET 2 PER FLR PLAN Ir 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR. 2X4 TOP PLATE 466 2X4 WOOD STUDS *24' O.C. SLAB NOT> b I UI:>5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT A$ PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE 3 5/8' OR 5 3/6' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8, OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/.5, OR RECEIVING UPPER/ LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONIC TO BE SPACED Ifo' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF 8 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD- -,_ 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 1—STORY FINISH FLOOR TYP. INT. WALL METAL ST DS /1A\ (NON—BRG ) D1) SCALE: 1/2'=I'-O' PRE—ENG TRUSS MTL. DRIP EDGE 1. /V- 2x FASCIA PER 0 TYP_ ELEVATIONS p.�. VENTED SOFFIT - _ \_5EE ENERGY CODE FORMS FOR' INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION I R-4.1 INSULATION WINDOW ATTACHMENT �SP PER MANUFACTURES SPECIFICATIONS A �, rT— Pr REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.EE DIRECTLY TO MASONRY WOOD BASE I F 0'-0' FIN. FLR a d d d d, a ,7 .� °V d a. a ' ti W/ WINDOW OPENING BOND SEAM SOLID GROUT W/ (D_ *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE --REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY - 0'-0' FIN. FLR o . O ' 4 d Q.. .4 B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR '305.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' =1' -0' a SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22ro TYPE II, ASTM D 4869 TYPE IV, OR ASTM D ro-151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS O NOT GUT 4E BOND EAM EBARS CAULK AND SEAL GAS LINE I I,' PVC SLEEVE FOR GAS LINE S' CM 1/2' GYP. U.. W. -5. A. a. 4: 2B GAS LINE THRU BLOCK ®1 SCALE, 1/7.1'-0' 2X4 SPF 24' O.C. MAX.—,, SECURE W/ (2) 12d NAILS w EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' - PER STRUCTURAL DETAILS 9 PRE-ENG WD. TRUSS I MAX. 0,PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS INSULATION R-VALUES PER ELEVATION 1/2' THICK, 2 PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Y 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 4 d d O 8' CMU Q. ti W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.G. In' GYP. WL. BD. WOOD BASE O 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL --- TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT APPROVAL REa. ERTICTEEL— VERTICAL TRACK VERTIC BY MAlF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL RE(a. 8' CNN SEE STR :;TURAL FOR REIWORCEMENT 2x6 P.T. U1D ATTAM-ED TO FILL CELL ASPER PRODUCT APPROVAL REa. SEALANT 4 SACKER ROD WEATbER STRIP MOULDIW4 ALL AROUND (BY DOOR MANUF-) OVERHEAD DOOR BY OTHERS 3 1 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-ON FI5ERGLA55 SHINGLES WITH UNDERLAYMEN'r AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER: SHEET SNI. SECURED PER FASTENER SCHEDULE \ `-MTL. DRIP EDGE 9 � 2x FASCIA PER AX. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS F'ER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURES% PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 1- STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' CMU 0'-0' FIN. FLR, Reviewed for Code Compliance Universal Engineering ED 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 shail be sealed at the juncture with the building Wall with a sealant Complying with AAMA 500 or ASTM C920 Class 25 Grade NS or grater for proper joint expansion and contraction, ASTM C1281, AAMA al , or other appr,>ved standard as appropriate for the type of sealant. Fluid -applied rnm-mbranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY AJA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SYTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030421 / / SCALE: 1 /4"=1' — 0" M, FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR S05.1.1. AS PER FBCR S9* 1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.TRUS P'ER PRE-ENG WD.TRUS jgkIPER 24' O.G. MAX. LEVATION 24' O.G. MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PER VENTED CALLS FOR VALUES 5/8' GYPSUM BOARD ELEVATIONS 1 5/8' GYPSUM BOARD o.H. O.H. SOFFIT TYP. OR In' HIGH STRENGTH TYP. OR In' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL . R-4.1 INSUL. REFERENCE STRUCTURAL -4.1 INSUL. z o W _O W Q W WINDOW ATTACHMENT w AS PER IK MANUFACTURES W SPECIFICATIONS lL y^ REFERENCE STRUCTURAL 3/4' T s G SUBFLOOR GLUED AND NAILED ( 3/4' T d G SUBFLOOR AS PER NAILING 0 GLUED AND NAILED d) SCHEDULE 1/2' THICK, 2 GOAT 1/2' THICK, 2 COAT Z PORTLAND CEMENT Q AS PER NAILING: PORTLAND CEMENT w Q PLASTER APPLIED W SCHEDULE PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY MASONRY w v R ER IX2 FIRE -STOP m LEVATION IX2 FIRE -STOP m LEVATION SEE STRUCTURAL SEE STRUCTURAL t.. \rE LEVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. : ; OR 1/2' HIGH STRENGTH BOARD R CLG. BOARD giPIE LEVATION 1X2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. O O Lu fL W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL I/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT Ix2 P.T.FURRING PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED PLASTER APPLIED DIRECTLY TO STRIPS 0 24' O.G. DIRECTLY TO STRIPS A 24' O.G. MASONRY 8' CMU MASONRY q.8' CMU I/2' GYP. WL, BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE 1X2 FIRE -SLOP IX2 FIRE -STOP GRgpEA, . A CsRAflE Reviewed for Code LIN7: < SINE < .. Compliance _ " Universal Engineering Sciences A W/ WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'=1'-0. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 0 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB 1'2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA w MAR 1 6 2021 L ICHAEL C. ANDERSON AR NO 17305 PRINT DATE: // 03 04 21 SCALE: 1/4 =11—0" SHEET �2 TOP: 2X6 P.T. o CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/6' WASHER 4 NUT-7 C 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 1-1/4' WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING no SECU 2x4 ON' FLAT TO BLK W/ MASONRY NAILS. BIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR 19 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/9' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. o NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D3 SCALE: VV-P-& 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 +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: 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 IS' O.G. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/40) WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/24 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 +1 1/2" /1WINDOW 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 a' OF EACH END 4 181 O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/19,' TAPCONS (MIN. SHANK SIZE .145 MIN. NEAP SIZE 300 MIN. EMBEDMENT I 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2XS: CEMI SECURE TO BLOCK W/(2) 3/16' TAFC0NS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8" OF EACH END 4 15, O.C. MAX SPACING. 8' CMU /2' DRYWALL I'X4' P.T. NAILER 1116' O.S.B. X 4' MIN. DOOR CASING JAMB OR WINDOW 4 TO 2X PER �CTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15J16" CC WIN BLOCK +1 15 16"i 2X4: IM 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 IS' O.C. MAX SPACING. 2X6: 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 IS' O.C. MAX SPACING:. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING �— DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/44) DOOR JAMB TO BLOCK +2 1/4" L WINDOW TO BLOCK +2 1/4" 2x4: CM SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 1S' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2xa: CEM SECURE TO BLOCK WI(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. —" a' 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 1/41) DOOR JAMB TO BLOCK +3" 9f E 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: 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 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AV TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LA 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING 2NO 2X SECURE TO STRUCTURAL MEMBER WK2)12CI WITHIN 8' OF EACH END 4 6' TO S' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F 2x4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: 12M 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 IS' O.G. MAX SPACING. 2X6: ClECI SECURE TO BLOCK W/(2) V4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1A&' O.S.B. 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 1/40) DOOR JAMB TO BLOCK +3 7/16" �TO +3 " 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 1S' O.C. MAX SPACING. 2X6= CM 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.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 1 \I a' CMU 1/2' DRYWALL 11 I'X4' P.T. NAILER I' P.T. X 4' MIN. Do /- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" Reviewed for Cove Compliance Universal Englneerin Sciences :: CMU Q .. J' DRYWALL 1X FURRING X.......... lu RIP 2XIO TO DOOR 8-1181W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL. ENTRY DOOR BUCK RE ,UIREME;t�TS _ KN.T.B. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHFECT STATE OF FLORIDA MAR 1 6 ant MICHAEL C. ANDERSON AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"=1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ST,7RDIV 8e LOT- CREEKSIDE PHASE 2 LOT #92 PROJECTJEXPC 04321.20 MODEL 4E "2605-H GARAGE RIG PAGE: WA ASSE DET 60 MPH ARCHrrECT- STATE OF FLORlDA MAR 1 6 2021 • • DATE 03/04/21 SCALE: 1/4"=1'-0" WAl DRAINAGE PLANE (LURE LATER 01, STUCCO WRAP WRB LATER 02 (FORTIF15ER BUILDING PAPER) METAL LATH STUGGO X—X—X—X 4- WOOD OR 1/16" ZIP WALL 5HEATHING SELF-ADHESIVE FL45HING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION F103,11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH G' SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PR.EMANUR DRYER vENT CAP (SET IN CONT. SEALANT) SEALANT m TOP S SIDES VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO HIKt/4 IV M=C_IeIYr_ STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAvITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM °� �' - A t ct' I" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES s0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STEF #1 &TF #3 APPLY E-Z BEAD j- OVER 6m MIN° GRADE 'D' ° a FELT -PROVIDE SEALANT AT ALL ° JOINTS AND ° INtERSEGTIONS ° ° . ° . ° . ° ° .°.o. o.o WOOD CONSTRUCTION 8' CMU WOOD SHEATHBhKa WRB LAYER "I, STUCCO WRAP WRB LAYER *2,'FORTIFIBER BUILDINGS PAPER METAL LATH -1/6' TEXTURED FINISH 6 WOOD -FASTEN TO WOOL) STRUCTURAL MEMBER ® 1' O.c:. MAX Ye' TO Y2' MID -WALL LLEEF SCREED FJ V WIDE STRIP SELF ADHESIvE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH ® MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER *1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 41 APPLY &0 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFBBER BUILDING PAPER &T F #A E,LASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Reviewed for Code Compliance Universal Engineering lamiliffimSciences &T F 15TF=f= 4& 9 ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.com AA #: 0003325 SLTBDIV 8e LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4-EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C (ARCHITECT STATE OF FLORIDA MAR 16 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"=V-0" SHEET LEGEND DRAINAGE FLANE (I.URB LAYER #1, STUCCO WRAF) WRB LAYER #2 (FORTIF15ER — - — - — - — — BUILDINC; FADER) METAL LATP x x x x STUCCO WOOD OR 1/1ro" ZIR WALL - ,5PEATN INCH 5ELF-ADNE5IVE FLA5PING — — — — — 2 1/2" k lk CORNER BEAD (FASTENER 4 SFACING a -1" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER AFFLIED DIRECTLY TO MASONRY @) BL®CK Reviewed for Code Compliance Universal Engineering ED Sciences 194 HWY A1A, SUITE 30 MAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 mvit.a bdesigngroup.corr AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MO DEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 16 2021 MICHAEL C. ANDERSON AR NO 17305 niou PRINT DATE: // 03 04 21 SCALE: 1 /4-" = V - 0' �3:llalluily i 1 \ \ f r ' 2x6 SUB -BAND W/1 "x4" NOTCH i ✓ I END, WRAPPED IN - PEEL STIGK METAL FASCIA WRAP I CA i EDGE 1� I 1 1/8" TEXTURED I FINISH Q WOOD I 2x6 SUB BAND 1/0' 1/2' TEXTURED �\ FINISH a CMU I Y METAL FASCIA � WRAPSTUCYe" \� � ® FL AN � ( e� FROM \� WOOD WALL EXTERIOR WALL \� (FRAME OR CMU) 0 �\ NOTE: NOTCH FOR 2X& SUB BAND ONLY ROOF KICK U REMOVED FOR CLARIT ROOF DECK (6EYOND) DRIP EDGE' I,,OFF WALL 7777// NOT INTO STUCCO) \\ I '1/6" TEXTURED FINISH a WOOD, In, EXTURED FINISH 0 CMU �/ 1 2x6 SUB-B N W/Vx4" NOTCH o END, WRAPPE IN PEEL 8 STICK )ELEVATION METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL AN A 1/60 TEXTURED FINISH A WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU CURB LAYER "I, STUCCO WRAP (FRAME ONLY) U1RB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4'x4' - ®' SCABBED TO TRUSS W/126 NAILS roll-8" O.C. MAX, 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP —DRIP EDGE —EXTERIOR WALL (FRAME OR CMU) x 1 x x x a: x x x x x t x x x x x x X X x x X X I, x x x x x x x x x x x x x X x x x x x x x x x x x' X X X X Xx X X X X X X X ,i a• X X X X x X X X. X X X X X X X X X X X X X% x x x x x x x x x x x x x x x x x x ,- x x x x x x ,'- ✓, a .-' - . j SUB BAND DETAIL C WALL A_UB BAND DETAIL C WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPO',IENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY2"x4" NOTCH END, WRAPPED IN PEEL d STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY —FRAME OR CMU —WALL KICK -OUT FLASHING —FELT PAPER —DRIP EDGE —(REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/V2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK Reviewed for Cade ,-npliBnpE; *ROOF CEMENT Engineering ROOF EDGE sciences OMITTED FCR CLARITY 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 #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHITECT STATE OF FLORIDA / i MAR 1 6`2011 MICHAEL C. ANDERSON AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"=1'-0" 0 X I 24 ri 39,_8„ 1'-10 101-01, v 11 -4"„ T-4„ 1,4„ FFM-12X18 I co co (N Eo N g - r 4" CONC. LL w LL 0 SLAB LL Ow U)d M ------— FM-16x18— —1-- --4--� 1.1 .1 10'-01, 11'-8" 15'-4" 2'-f 00l to0 fV m �I `O TOP OF co ILL b SLAB LL J W U U ( N O w 20'-5" T-5" 11'-10" LL p V 9 r Z I��—--- CW-12x12 1.1 �— a l u u u F-2 4 0 8 1.1 00 OLL Z x u wug _ CWC-12x12 _ —� -- (�cq I LL _�� o v 00 ----zzzaq I u� UP TO 2ND FLOOR 4" VC- N >ii� I (FIELD VERIFY CHASE a ii w 8 EXACT LOCATION) 5 5„ 9,_3„ 9'4" 2,_8„ 9,_4LU DO r 1 1.1 (VI r I (V #3 TRANSFER STEEL io UI O J @ 24" O.C. MAX co iv I I bo 2 0'-0" FIN. ELEV. " I 0 " 1.1 °O FIN. CONC. SLAB I ml I0 x co ILL 4 1.1 LL 1 10" 16'-0" L FM-16x18— — — — — e AIco 4 4 00cli M ~ LL x w LL 4" CONC. L_ — — _ FM-16x18 — — I� a� O a SLAB v — FM-12x18 N — 0 - - 4" 10'-0" '-4" 5'-4" '-4" 201-4" 18'4" 21'-8" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 3 T-6" 0 TOP OF SLAB aD N 14 v I a 0 N co LO 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 AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, DINDICATES #6 BAR,ENDICATES #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 REINFORCING BAR 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 IN 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 3 OF SLAB SUPPORTED 3'-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 W1.4xW1.4 OVER 1 GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITY BARS SCHEDULE OCEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" - (2) 95's (+)0"-0" FM-20x18 20" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) 95's VARIES CW-12x12 12" SEE PLAN 12" - (2) 95's (+)0"4" CWC-12x12 12" SEE PLAN 12" - (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (+)p TE-1 8" SEE PLAN 8" (1) #5's 0"-4" SECURE AEG STRAP TO UNIT CONC, W/ (2)-3/16'X2' TAP —CONS C❑NC. SLAB Reviewed for, Code ED Compliance Universal Engina®ring sclerim SIMPS❑N WB ROLL STRAP OR EQUAL @ EACH C❑RNER ❑F- UNIT SECURE STRAP TO UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. C ARCHITECT- STATE OF FLONDA MAR 1 6 2021 MKNAEL C. ANDERSON AR NO 1 3305 PRINT 03 04 21 DATE / / SCALE: 1/4"=1'-0" SHEET s1 tl I 30" MIN. EACH WAY — MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q ILCELL SEE PLAN FOR SIZE AND Q 1 O SPACING REQUIREMENTS ° O 0 SPACING REQUIREMENTSTV a W .o__GARAGE DOOR W 00 m C0 w c. . a_ RECESS �O d 0 ev" FM J� a O U) Z 8" CMU WALL O 8" CMU WALL I r. W= ' l CORNER BARS, SAME SIZE AS LARGER BAR W 8` Z IN FOUNDATION WITH 30" LEG EACH W b +- 0'-0" Cl' (o +- 0'-0" 'I' rvi WAY AT ALL CHANGES IN DIRECTIONS ai `o TOP OF SLAB TOP OF SLAB I .., SO THAT THE STEEL REINF. IS CONTINUOUS ° ° MATCH AMOUNT OF CONTINUOUS BARS °. CURB FOR a. ° ° ° a' VARIES I .. .I°I.' � N MASONRY SEE SLAB SCHEDULE ° ILL EXT. PORCH SLAB ° d a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE i • a SEE SCHEDULE APPLICABLE) Z ° FOR WXD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ° SEE SLAB SCHEDULE TOP OF GARAGE v. CONTINUOUS STEEL MONOLITHIC UNITS SET EXT. PORCH SLAB ° , FOOTING REINFORCEMENT SEE SCHEDULE p„ AT ELEV: 4" CHAMFER (1-STORY) 0'-0" W/ 1/2" ISOLATION ° n�,° : 6" CHAMFER (2-STORY) > JOINT (WHERE • ° is SEE SCHEDULE APPLICABLE) Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO N EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" )EXTERIOR SCALE: @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 01 WALL W/ SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE jU) NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED d EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE J Q F UNO FOLLOW ALL MANF. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE a O T_ of SPECIFICATIONS FOR CONNECTORS NOT a USE AND I REQUIRED WHEN NO M 00 PREPARATION OF w UPLIFT IS PRESENT. HOLE. 1W Ix SEE SLAB SCHEDULE SECURE FLANGE TO W W af a SLAB W/(4) 1/4" X 21/4" o Cl)O �' -0" TAPCONS QQ TOP OF SLAB �. ..P ° 4" CHAMFER (1-STORY) 4°N . e—a . 6" CHAMFER (2-STORY) 9 • 4 ° ° EQ. EQ. -SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 SCALE:3/4"=V-0" 5 G 6 (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" ewewep for Cade AND NAIL W/ 16d COMMON VERIFY HEIGHT CS 93 NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN Universal En8lneenlip LAP TO OCCUR OVER STUD en1cesc 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO 0 0 SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. a W ADDITIONAL METAL m U CONNECTORS NOT v a REQUIRED WHEN NO W 0) Z 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) O pp•. 8" CMU FILLED CELL (TYP.) ° ° +- 0'-0" TOP OF SLAB : ? ° +- 0'-0" 4 TOP OF SLAB SEE SLAB SCHEDULE _ 2X WALL FRAMING°°°. ° ° ° SEE SLAB SCHEDULE ° _ Z d a ° ' e" +-0'-0"1/2 DIA. SIMPSON STB2 BOLTS 5 MINIMUM EMBEDMENT INTO EXT. PORCH SLAB TOP OF SLAB d° ° 4" CHAMFER (1-STORY) ° GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION °. 6" CHAMFER (2-STORY) ° ° 16" O.C. VERTICALLY MAX JOINT (WHERE • • APPLICABLE) Z_ ° MATCH STEEL REINFORCEMENT SEE SCHEDULE FOR W0 BAR SIZE 6" PVC CHASE N THRU FOOTING . - PER SCHEDULE ihU °. ./°. a d ° 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FRAME BRG WALL TO FOR WxD, BAR SIZE PER SCHEDULE 9 INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE SCALE:3/4"=V-0" (NO UPLIFT) BLOCK WALL CONNECTION &I�HRU FOOTING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 2194 HWY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.com AA #: 0003325 SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT* 04321.200 092R1 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA MAR 1 6 2021 IYwVf AEL C. ANDERSON AR NO 17305 PRINT DATE 03 04 21 SCALE: 1/4"=1'-0" SHEET St.1 91 Reviewed tar C01E Campliomp Universe) 9n9iri01`199 $eieflcs FIRST FLOOR DOWEL PLAN SCALE: 1/4" = T-0" 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngrotip.corn AA #: 00033'�5 SYJRDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092RI MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. C Ej DAON r3DRAT12 03 04 21 f //4"=1'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM N T VARIES PER ELEV. - d N ° T r d ' e d IL 9. Q p d. CLEAN OUT REQUIRED It FOR INSPECTION 011 m i 0'-0" FIN. FLR. a' <' TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK a ° a Z_LLI �O M U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" W Uj O U NEW REINF. BAR O a SECURED W/2-PART d a I EPDXY. MIN. EMBED -i 6", LINO 2 FOLLOW ALL MANF. Q 0 I SPECIFICATIONS FOR USE AND Q PREPARATION OF Z m HOLE. W00 a d d e. d ' 4 _dd °: STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0" OFFSET METHOD HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=T-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" �'eviewed 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 t- SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT: 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHTECT- STATE OF FLONDA MAR 1 6 2021 MKNAEL C. AEON AR NO 17305 PRINT DATE 030421 / / SCALE: 1 /4"=1'- 0" SHEET IL S1°2A 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 #92 PROJECT 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 `Z'i°" ` DATE: 030421 / / SCALE: 1/4"=1'-0" SKEET #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION r #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK SCALE: 3/4"=1'-U" SINGLE BOND BEAM AT LOWER ELEVATION �#5 BAR BENT AS SHOWN CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" 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. A ��• 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / W _ Pg��F�F<O 8Q 8x8 BOND BEAM ----------- • OQ� W/ (1) #5 BAR OF F =FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND # OF #5'S, IN 2ND BOND WIDTH �gEAM COURSE BEAM, IF FILLED LINTEL. 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE — HEIGHT Lei LENGTH OF L BAR = WIDTH OF NOM# OF #5'S, TOP 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/OM/OB INDICATESA 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 - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL -OPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND.BEAM SCALt: 1 1 /2"=1'-U' STEEL REINF. OF BOND.BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 8x16 DBL. BOND — BEAM W/ (1) #5 BAR EACH COURSE BOND BEAM OF BOND BEAM 1#5 TYP.8'k16" Fo BOND BEAM 1#5 SEE NOTE 5 :•11 IMASONRY BEAM DESIGNATION 2 SCALE: 3/4"=V-0" de Sa YYOODSECM FAUBIERSPACING de =2" MIN, 2 " sa=2t"MIN, �) sr=1j"M 2z _ IN, 2 da =2 IN, 2 sa = 2 4' 9" MAX (2) 21115 - MIN, 2 2 d=J'MIN, 2z' de =2" MIN, 2 q' MAX 7 sa = 2 t"MIN, 9" MAX Sr =1 Z" MIN, 2 z" MAX" ad = 4„ MIN, 2 2" MAX "MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS Reviewed for Code ED Compliance Universal Engineennc Sciences /• ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE \ed=S ACING BETWEEN ADJACENT FASTENERS W CING BETWEEN ROWS OF FASTENERS GE DISTANCE � DOUBLE STUD W/ 10d NAIL ATTACHIVF NT $ j SCALE: N.T.S. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLONDA MAR 1 6 2021 ri`+"' & DATE: 03 04 21 SCALE: 1/4"=1'-0" SH aEET O�/� ► 2. 1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FF SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0B 16-1Tro8 0-1T/OB 4-1T/OB 8-1T/OB 2-tt/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116-1T 8/20-1T 8124-1 8/28-1T 8132-1T 8/8-16 16-1T/1B 0.1T/16 4-1T/1B 8-1T/1B 2-1T/1B 84-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 T00 23D5 3125 3945 4766 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 1 43M 41-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 3686 4249 5'�4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470548 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6 5776 929 2080 2593 3107 36M 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 71$" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2ZA 2481 2818 2621 9'-4" PRECAST 192 384 99-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 3gg 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 101-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 17-0" PRECAST 308 507 1210 1596 2048 2586 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 1476 IY-4" PRECAST 270433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1 1057 1312 1 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1608 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'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 4 19, " PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 1 623 803 1 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 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 124 174 245 302 360 418 129 450 6% 824 1014 1147 124 319 455 581 1 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering ED Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL : 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 03 04 21 SCALE: 1 /4"=1' — 0" SHEET S t e 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" d x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD 2X4 SCAB NAILED TO END JACK TRUSS. BOTTOM CHORD W/MIN (4) 10d '.RE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING GIRDER/TRUSS W/2X6 BOTTOM CHORD 2X4 SCAB NAILED TO TRUSS BOTTOM CHC W/MIN(4)10d NAILS FOR EACH CHORD CONNECTION T)TSSTMTT,AR BOTTOM CHORD BRACING ® MID RUN CGNNfCFORSCHEDILU I CONTROL DATE. 01/27/2= MITek USE I SIMPSON I MITek USP SIMPSON UPLIFT GRAVIry PLIFT U1450 GRAVITY FASTENE HTA 3618 6L25 META-M Ifi�m X1112"1-PLY,(71 Nd 2-PLY, EMBED 4" (9) Ed XRi VV 1-PLY, 16)6d 2-PLY, EMBED4" (21 ETA 3648 2433 (21 MEIADS ERG (12)Edx 11/2"1-PLY, EMBED4" (IN Ed X 11/Y'1-MY, EMBED 4" FDA 16 1870 HETA-6 MW (10) Ed X 1112", (8)1fid 2-PIY, EMBD04" UU LOd x l l/2" 1-PLY, (811612-PLY EMBED4" HTA20 18ID HUA-20 18E (VR10dxllR',(e)lfid2HIY,EMBED4" ()/2"1-PLY, 11Etl2 PLY,EM0ED4" (2)HYA-20 24. (21 HFfA L1 M35 (3z110d X11/2",1RY,fMBE04" (1100) Ed x 1 LIS' I -Pi EMBED4° 25W (10)Ed 2-PLY, EMBEDS" l IEd 2-PY. EMBED4" LVGT-2 LESS LGF'-2 ism BlK(51 V4"x3°Wetlge-Bola Antlios,WWO 16)iM ( DI-1/4"x 2 4"T E DFI Mal WGT-3 33M DOTI INGS5 34M CONC1413/8"X5" Wedge-BoIt AnMon,WWD(I21WS25 (12) SOS 1/4"x3"TOGIRDENHUS/e" xY TRENHDTOWALL DHTA-. 24. FETAL 24M (61-EdP 1VZ I PLY ALTERNATE USE OF(2)MA-2D ACCEPTABLE PRI Ed x I V21 PLYALTERNATE USE OF(2)HETA-20 ACCEPTABLE MUGTlS+ 3965 MST, 3965 (1)5/e"ATA, IN HIGH STRENGTH EPDXY (MIN R" EMBED),(n) 10,ITOWGODI I1)5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN, 32" IMBED, In)Ed TOW000 HUGT2+ 9525 HGB2+ 10690 WOODUN1W,MASONRY(213/4"ATR (2)SIVAT.R. IN HIGH STRENGTH EPDXY(MIN.32" EMBEOI,(611WTOWWD TWa+ 9MA HGT3♦ 10650 ]MOD (8) 106, MASONRY (2) 3/4"ATR (2)31V ATA. IN HIGH STRENGTH EPDXY (MIN, 12"FMBEO), (]6)1WTO WNO PEA ISIO PAEAGELTOWALL 14IDPERPENDICDWITOWALL LTA2 1210 PAMTELTO 12v PEEPER"OHORTO 1VALL WALL (IDl Ed 1112" (10110tlx1-V2" MUGT15 3965 SOFT AM (1)51WA.T,9. IN HIGH STRENGTH EPDXY (MIN .12"EMBED),(4)Ed TOP/RUEd FAEFdLU Ed RACE OFTRUSS (1)5/8"A.T.R IN HIGH S1RfN6TH fP0%Y (MIN. 12"EMBE%, (1615D51/4"x3" LUST 9525 (2 VGT 71M (2)SIDE AT,R. IN HIGH STRENGFH EPDXY (MIN IS' EMBED), (8) ILA IN HIGH STRENGTH EPDXY (MIN 12" EMBED),(32)SDSV4"X3" (145IDd Vmv RED MTS-12 1. (.1 Ed xl V2",(14)1. ( ) X11R" HEW 16 1355 EITHER 1310 (161 Ed X l LIT, IOU Ed (16)Ed Xl V2" H1W20 13. HTS-Od law (SID Ed X 1 VV', DDI Ed (24)Ed Xi V2" H NN 24 1355 HTS-24 1310 (24) Ed X I L/3",(2➢E Ed (241 Ed x1 112" LSTA l2N BE ISTA-12- B25 (1011W IlO11LV LSTA US+ 1235 LSTA-18++ 12M 11411Od (1411W MSTA-M- 1310 MSTA-VX_ 1315 (14)Ed 11411od MSTAN++ 16. MSTA24w 16M (18)Ed (18)1W MA-30- 2065 MSTA-3B- E. Rzl Ed (22)Ed MSTA-M6 2065 MSTA-36- 305D 12611W (E6 DON XT12% 2165 MH`Lm a. (36)add Xl1/2' MR)Ed Xl V2° mim 51. MBn4B Son (48)Ed A OX (a)Ed X1112" LFA6 I SEA H6 1055 (16) Ed x 11/2', OD)RU (8) Ed TO HOVERS, (9) Ed TOSTURS SPT4 825 SP4 86 (6) Ild TO 5TU D5(6) Ed TO PMTE (6) Ed x 1 VP' TO RN US MP34 5251N F1@lYA6 AR, 430 (4) Ed x I1)2' TO BEAM, 14) Al X 1312'TO PER. (4) Ed X 11/2' TO BEAM, (4) W x 11/2"TO POST. H HCP2 6W HCP2 590 I30)Edx11/2' TO TRUSS, HUD PERT X I VTTO PLATE (12)Ed Xl112" RTUSA PRE HnA 1. (91 Ed x 1112" TO TRUSS, (9) Ed X l V 'TO PLATE (18, Ed Xi V2" I UGTE&PHM 4171 VGT &XW4 41. (28)Ed TO TRUSS, Ed W53 WOOD SCREWSTO POST W/5/8"THREADED ROD (161'SD51/4"x3'TO WOOD, LlOHSDS 1/4"X21/2"W/ THREADED BUD, (7) PEMWASHER/2 PLY MUGT15&FNDM 4115 W VGT&XB 494D (28)10d TO TRUSS,(IOIWS3 WOOD SCREWSTO PWTW/ SIV THREADED ROD (W-5D51/4"x3"TO WOOD,(3)-3/4"STUD BOLTS W/THRFAOED ROD,(21 NOT5)WASHfR12RY PAU44 2535 6225 ABU 442 2. TT`A (1)5/8'A.T. L IN HIGH STRENGTH EPDXY,(MIN. T' EMBED) IN WE., LLU PER!TOWLE (1)5/8" AT.R EP IN HIGH STRENGTH OXY,(MINE ]" EMBED,) IN CONE,(121 lad TO WOOD %UM 2455 160Vi RUDER 21. 18SUS ODS/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CORE.,(LUNEN TO WOOD (1)WEA.T.R. IN HIGH STRENGTH EPoXY,(MIN. 7' EMBEOI INCONR, O2DGd TOWOOD LT519+++ LEG ELF IR+ 1310 (1)3/4"AT. R IN HIGH STRENGTH EPOW,(MIN, ➢'EMHEO)INODNC,Bd1 TOWWD (1)3/4"A.TR. IN HIGH STRENGTH FEW, (MIN, 2" EMBER) IN CONC.,(e)1W TOWSO) LTi20Br INS LTTO.E. 15. (1) 3/4 ATO. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN LONG, LlalW x 1-112TOWOOD (I) 1/2"A.TA. IN HIGH STRENGTH EPDXY, (MIN.2" EMBED.) IN CORE, (10) Ed!TOWOOD }pf{ i LET. 41W H14 4455 (115/8" AT.R IN HIGH STRENGTH EFOXY(MIN.]" EMBED) IN CONE,(18) 16tl X2 LIV (1)5/8'ATA. IN HIGH STRENGTH EPDXY(MIW 2"EMBRUH IN CONIC,(26) IN] X2 V2" 2pZ ME AOS HTTS 5. (1)519-AT.R IN HIGH STRENGTH EPDXY (MIN.2° EMBED) IN CONC.,(26) Ed X 2 VV'' ID5/8'AT.R IN HIGH STRENGTH IPOSY RAIN, 7'EMBEO,I IN CONC,(26) Ed X 211V bPHD ♦ ll 14395 HHIBS1156 2b 1183o (111" A.T.R. IN HIGH STRENGTH EPDXY,(MIN. WEMBED)INCONL.,OUW53WOODSCREWS Ip1"AT.ft.IN HIGH STRENGTH EPDXY, (MIN.30"EMBERIINCONL., (2A15G5 %"x2%"WLUDSCIIEWS PHOGA FORD 6525 78n HWB 660.5 (1)5/8"A.B. IN HIGH STRENGTH EPDXY, (MIN ]" EMBEDS IN COUP OR) W53 WOOD SCREWS (1)7/8°A.& IN HIGH STRENGTH EPDXY, UALN. 7" EMBER) IN CONC,(3) 3/0 STHO DOES TO WOOD (1)]/e" A.B. I N HIGH STRENGTH EPDXY,(MIN.T' EMBED) INCONE(3p/WSfUD 90LT5TOWWO NFM35Xllll 25W ]I30 MBM 3,56/1135 34]5 5330 Ill l/2' SELLW MIN 6"EMBED&NOT LESSTHAN4" FROMEDGEOFCONC W/3/4"DW IIW MN6FT/REDHEAD ' ) /BOLT SLEEVE ANCHOR OR EO W/MIN 5"EMBE D INSANE IN WE. (A)DA AT JUST (1)3/4"A.TR.IN NIGH STRENGfH EPDXY,(MIN.fiIS"fMBEOMEM)IN CM.U.TOP, (113/4'A.TRIN XIGXSTRENGTH EPDXY,(MIN. 6.75" EMBEDMENT) IN CMU. WE,(181 IIM TO BEAM HU54321F 3615 3TIOLIPOK) 3325(125%) HUSC4II (WOOD) W35 2635I303%l (10) Ed TO BEARER, (SOS ]EdtOWWD (30)16tl TO HEADER, (10)1W TO WOOD 3220(12.5%) HD4wlF(CM.) 11. Saw BE. (CMUI vgp0 45w (181 VP"'x3"" W535[RfW5,I30)3WTO W000. USP (20)3{16""TAPPER+, (1%1W TO WOOD (DO 1/4Xz-3/4,. MEN (9 PER FLANGE) TO CMµ OD) ndTO WOOD XD21021F (CMUI ERG 3pw HU12102 (CMU) IHCO 95w (1813/""x3""W535CRE4V5, UEEd, TO WWD. USP(20) 3116"'TAPPER+, DIREd! TOWOOD (18)1/4"x23/4'19EN Da PER FLANGE) TO CMU,(1D1211 TO WWI URGED 31F(cMUI 2795 "DI18G1 NVC21D3 (CMU) 45w 11B)1/44""xY" W53 SCREWS, IIP) ILA TO W00D.USP(2013/16"TAPPERS (10)3WTOWGGD (HER 1/4x2-3/4"TITEN(9 PER OUNCE) TOCMU,(10) Ed! TO WOOD: LGUM2Oz 2LG 6. WUM2625 1430 5595 POv8"X4"Wedgo-BoN+Anxfio,S,WWD(4)W53WOODSCRMS (4)3/Sx4TREN HDANCHORS(2 PER FLANGE)TOCMLS(4)V4X2-1/2SWS REWSTOWOOD BM1 TO CMU WALL W/ SIMPSON LGUM46-SDS W/ (4) V x 4" TITEN HD ANCHORS AND (4)Y4* x 2 V SDS SCREWS TO BM1 TRUSSES W/2X4 BOTTOM CHORD 3 BRACING/BOTTOM CHORD BRACING I_1 CJ1L li nEJ3L II CJ1L o ih NL2G I 1A YGT ,__� it II II II II II II II II II II II II II II II II II 7 =T T II n n u n n n u n II IL II_ ICI 11 11 J3 II II II II u u u n n n u n 4 II II II II II II II 3.1 n u u n n u n n 2x4 IIWOOD WALL SYP. N0.2.2 II n J �/ 11 n 11 II STUDS @ II II 11 II II II II II 12" O.C. II ■ 14 --IIr-LIT--I r--- I II II I -L4�=,== w co in U U U COLUMN SCHEDULE MARK SIZE $ BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3Y2"x5Y2") SYP. HTT4 W/5/8" DIA x 5" 5/S3AA PT., WOOD POST EXP. BOLT PRE-FAB TED FLOOR JOISTS 024_O.C. = r--------- FIRE DRAFT STOP L-------- PRE-ENG. FLR. TRUSS 3 II ° II II II II N II II II II II II II II II II II II II II II II II u u II II II II II II II II II II II II II H II u u n u n II11. �II IF 11 J2 IL 11�II II II J9 II II II II 2X4 (WOOD WALL WI II II II II II II II II SYP. NO.2 STUDS II II II II II II II II II @II12 O.C. II II II II II II II n n n n n n n WD1 u It u IIII II II II II 2X6 WOOD II II IIILLL WALL W/ DBL. ' 4 J6 II II STUD UNDER II EACH JOIST II II n n II II �II II II I II II I II FDBLSTUD I it II II II II II WALL W/ DBLD II II PROVIDE DRAFTSTOPPING II STUD UNDER II ALONG THIS TRUSS AS TO II II E II H JOIST LIMIT AREA II PER 1000 S.F.ER FBCRR 302.12 II II II II III 7 III II II � II II II II II II II II II II II`' II II II II II II II II I� ; II II II II it II II II II II II II II II II I II II II II II II II II I II II II II N II II II I FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 2X4 NAILER FOR DRAFT STOP ELEV. VIEW 'll PRE-ENG. FLR. JOISTS 'I 3/4" PLYWOOD' ,I I DRAFT STOP PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP 1 DETAILS 4 Reviewed for Code Compliance 14'. Universal Engineering Sciences 2194 HWY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT* 04321.200 092R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EV. C ARCHITECT. STATE OF FLORIDA MAR 16 2021 MICHAAAEL��C�\.. ANDERSON 17305 PPRINTATE: 03 0S4 21 CALE: 1/4`11-0" SHEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (1) SIMPSON HETA16 TRUSS ANCHOR WITH TO PLYWOOD SHEATHING, SEE (9) 10d x 1 2" NAILS TO TRUSS (1) SIMPSON HETA16 TRUSS AND () 1/ "x (2) SIMPSON2" NAILSHETAT TRUSS ANCHOR WITH ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TTITEN 2 RUSS AND ANCHORS TO x 21/4" 1 SHEATHING (9) 10d x 1 z' NAILS TO 6", 8" x 4'-0" MAY BE ADDED CONT POURED LINTEL N EL (12) 16d x 1 2' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON OVER SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER OPPOSITE INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 J" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL ) 1/4/10 10d TO WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN ACCOMMODATE TRUSS CONT POURED LINTEL 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) 2" x 5" TITEN HD TO CMU AND (12) SIDS SEE ARCHITECTURAL ""x22"TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" 0/C, 1x2, 2x WOOD FASCIA 3" �" x 5" TITEN HD TO CMU AND (18) SDS xIt GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SIDS T" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE C ALLOWABLE UPLIIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 3 MISPLACED 3EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c GIRDER CONNECTORS) SCALE:3/4"=1'-D" 2a 2b 2c TYPICAL ROOF SCALE:3/4"=1'-D" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE 3/4" T & G SUBFLOOR GLUED AND TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT SCREWED AS PER SCHEDULE COVER 5 TRUSSES) 4' 0" O C iAT SHEATHING 7@'EACH TA12 20 GAUGE PER ELEVATION 0dx1/2 HDG COMMON NAILS. END TOTAL OF 10 SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. 6'-0" MAX (W/1X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" OR 10'-0" MAX (W/2X4) V FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN EMBED AT 32" OC SEE ARCHITECTURAL A �— 1x4 DIAGONAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PER ELEVATION LVL/I-JOIST WITH BRACING, SEE P.T. PLATE W/ 12d's 8" PRE-ENG I -JOIST BACKER BLOCK PLAN FOR LOCATION MAY NOT BE STIFFBACK AS PER ( O.C. MAX U 5/8" GYPSUM BOARD OR 1/2" HIGH o N U) nE7 F7 IL H REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 10d's @ EACH TRUSS TO BE INSTALLED @ SECURE 1-JOIST TO TOP PLATE 10'-0" O.C. MAX. w/ (2) 12d TOENAILS BTM. CHORD OF WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH z SEE SCHEDULE FOR . . 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN. 7" EMBEDMENT TO SLAB & (18) 16d T 2 1/2 NAILS TO POST., BOND BEAM REQ. ' zx SERBS BACK=RBLOCK THIICKNEBS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER PROVIDE DBL. TOP PLATE ON SLAB it, \ \_ 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER PROVIDE BLOCKING MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1/2" GYP. WL. BD. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN tr< COMMON NAILS AT EACH CHORD ,.. '"TERSEQTI°NTYP. BLOCK WALL W/ GABLE END BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE:3/4"=1'-0" 7 d d.. 6 SCALE: 3/4„=1'-0" tra a . d d. Q d .• ,!. LVL/VVOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4"=T-0" (NO UPLIFT) 24„ 24" MAX. w/ IJOIST " 8END $„ MAX. SPACING Reviewed for Code END w/1-JOIST TRUSS R BTM. Compliance SPACIN SESHEATHING FRAMING NPLAN TYP. TYP. YP. END OF Univer5oienae'seering ' MAX MAX MAX LEDGER BD. FROM 3/4" EXP. THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4*D 1/2"EXP. LEDGER BOARD W EDGE LEDGER BOARD TO BOLT/J-BOLTW/2" USED SO LONG AS THEY CONFORM TO THE BOLTSHBOLT51 2" TO BE USED BE USED WITH I -JOIST WASHER & 51/2" / HOLE EDGE >5/8" WASHER & 51/2" 1. ENSURE THAT EXP. MIN. EMBED.( TYP) FOLLOWING MIN. EMBED. (TYP) WITH I -JOIST BOLTS/J-BOLTS ARE PLACED HOLE DIAMETER INTO GROUTED CELLS, 8" ALL < 2/5*D SGL. STUD AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3 OF SPAN ONLY LEDGER SHOULD LAP A MIN OF �. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. Z a'-o". ? EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 01) 3. ALL BOLTS TO HAVE WASHERS HOLE EDGE >5/8" EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS SHOULD (z) 2x12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. TNOT BE ANY CLOSER THAN 6" SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z O/c. _Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENTTO C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. °D 5. ONLY LEDGER IN DIRECT ` A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST (2) 2X8 CONTACT (REAR LEDGER) WITH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV, NAILS TO JOIST BTM. HOLE DIAMETER FL#25749 PLATE < 3/5*D DBL. STUD E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE ENDSPACING CENTRALSPACING A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. WOOD LEDGER ALTERNATE MATERIALS ATTACHMENT DETAIL 11 STUD NOTCHING 9 scALE:3/4"-1'-0' SCAlE:3/4"=1'-0" AND BORING LIMITS I -JOIST WOOD LEDGER DETAIL 8 SCALE: 1 1 /2"=1'-0' 1 0 SCALE: 3/4"=1'-0" 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 #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ARCHITECT- STATE OF FLOM MAR 1 6 2021 twHNMAEL 0. ANDERSON AR NO 17305 t'lclitl-1- 2104 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET S3eIA SIMPSON HIS W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS FLOOR SHEATHING I -JOIST WALL / I -JOIST 2 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS EACH END SIMPSON SPH4/SPH6 BTM. LVL PLATE STRAPS W! 10d x 1 1/2"HDGNAILS FLOOR FRAMING, PARALLEL TO WALL SCALE: 3/4"=1'-0" REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS 8" CMU WALL REINF PER PLAN PER ELEVATION a I -JOIST (SEE p 1UUNI FRAMING PLAN) c U w .'' .-- PER ELEVATION (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. 1X2 FIRE -STOP a SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0" REFER TO NAILING LING SCHEDULE AI SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. 10/S .1A. SCHEDULE, SEBPLYWOOD 8" CMU WALL REINF PER PLAN PER ELEVATION U) z= m� 0 e *w PER ELEVATION 24" M JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE:3l4"=1'-0" Reviewed for Code Compliance PRE-ENG GABLE TRUSS — Jniversal Engineering - Sciences 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX zr 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING PRE-ENG ROOF TRUSS LOCATION VERIFY W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH SECURE 2x6 PT. PLATE TO BILK,. y * ;- A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 W/ 1/2" DIA. ANCHOR BOLT W/ 2" U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO WASHER SET IN HIGH GALV. NAILS. 16d TOENAILS SLAB. SEE STRENGTH EPDXY 6" MIN. - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE EMBED. AT 32"EPDXY MAX.. AX U < 1420 LBS W/ (14) 10d BELOW FOR SECURE GABLE TO P.T. 2x8GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION _\ PLATE W/ 12d's 8" O.C. MAX WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING +o SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ 10d x 1 1/2" COMMON NAILS 1/2"x9" WEDGE ANCHOR W/2' CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10d x 3" EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 1 OC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ° . �� TRUSS TO POST CONNECTION 8 SCALE: a < A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a 9b SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G 5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StTBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. C ARCHTECT. STATE OF FLON MAR 1 �! MKMAEL C. ANDERSON AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"=10 — C SHEET S 3 . 1 M. it IIWAI WWWI II WAI WWAI VTCR SPACING (1) AT EACH END I�IpW�III VTCR AND 6'-0" O.C. MAX. Mill IA�A�IIII \ WWAIpi I \ WWWIIIWII IIIAAAIII 0 of SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHRECT: STATE OF FLONDA MAR 1 6 2021 rz%Ax4 A DATE: 03/ 04 21 i SCALE: 1/4"=1'-0"' SHEET 3. I C Reviewed for Code 99 Compliance Universal Engineering Sciences HWY AlA, SUITE 301 aN HARBOUR BEACH, FLORIDA 32937 'H: 321-802-3591 ✓.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605—HAYDENIc GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. ARCHITECT. STATE OF FLOF MAR 1 5 2021 ICHAEL C. ANDEI AR NO 1730'' PRINT 21 04 DATE: 03 / / 1 SCALE:1/4"=1'-0" 0 4n N SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" in N op b) N L HWY A1A, SUITE 301N HARBOUR BEACH,LORIDA 32937 : 321-802-3591a www.abdesigngmup.com #: 0003325 �PUBDIV. LOT CREEKSIDE PHASE LOT i •. 0 i 5M F4 IAA • .' T 111 PAGE: SECOND FLOOR DOWEL PLAN EXP C 60 MPH 93 Review@@ for 900@comolimm ARCHITECT Unlv@f§@ € QJ9@@FI9@ STATE OF FLORIDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: SCALE: 1 /4"=1' — 0" SHEET S4e FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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 AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEAD R'SCHEDULE MARK SIZE & REMARK DESCRIPTI N (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 661 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID gI32 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLI SEE SHEET S5.1A FOR 8F16-1T/0M/0B o r` GT .1 o r V . ...... v IV, 8F16-1 T/0M/0B 22M WORN 8F16-1T/0M/0B ,a 2 1A le lop 6# 41 $ U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" �4e GT % 8F 16-17/OM/013 �e 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/OB � IL — _ _ _ _ — _ — — _ _ _ — _ _ — — _ — _ J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" I 0 r` Reviewed. for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. C ARCHITECT STATE OF FLORIDA n ran, NIaR 6 �? , MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030421 / / SCALE: 1/4"=V-0" SHEET S 5 "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 - POU DS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB 16-1T/OB 0-1T/OB 4-1T/OB 1T/OB 2-1T/OB TYPE LENGTH 8!8 PLAIN 8/8 SOLID TYPE LENGTH �8-1T 8/161T S/201T 8/24-1T 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-ZT 8/32-2T 8/8-16 16-iT/16 0-1T/16 4-1T/1B 8-1T/16 2-1T/1B 3°-0" PRECAST 1436 952 3114 4217 6321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 1 6325 6079 1961 6113 7192 6524 7627 8751 41-6" PRECAST 81 533 1770 2400 3033 36M 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 5743 7547 6752 6541 75M 5'-4" PRECAST 931 1247 1999 2560 3123 36M 4249 VAR PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 1161 3693 5877 16036 SIM 5776 6'$" PRECAST 692 1139 3227 3031 3707 4383 6061 6'-6" PRECAST 410 721 V-Sw PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 1139 3227 4598 7054 10000 8825 T$" PRECAST 570 938 2498 2205 2698 3191 3685 7'-G" PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2026 10'-S" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 550 1407 1897 2781 3222 3784 1 T-4" PRECAST 830 544 1312 1742 2252 2868 3630 1 V-4" PRECAST 132 417 1 11'-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 544 1312 1742 2252 2868 1 3562 12'-0" PRECAST 308 507 1210 1596 12048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1476 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13°-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'"8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 ,� 1079 1429 1824 2277 2712 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1672 412 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R. NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 365 680 192 506 506 720 501 501 13 1135 1312 300 856 12 1121 41 1413 1739 73 04 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 191-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4'° PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 124 319 455 581 687 793 129 450 654 824 1014 1147 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 0003325 J SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #92 ]PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. C ARCHRECT. STATE OF FLORIDA MAR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE// 03 04 21 SCALE: 1 /4"=1' — 0" SHEET S5oIA ►� ► ► OlMl 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED 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 AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1C 1C c- M In ✓� U U U CJ1 o CJ3 r CJ5 OIb F O 09 I 2 U O r O 09 m o � N °I� O J Z_ Z U O `t (D m 0 to Iv N M 0 0 0 U U U �i II = p II 11 11 II II II II II II II II II II II II = __= II GT y�� A8G A7 I I I 33 I A51 \ I I I I I A31 PRE- ABRICATED ROOF TRUSISES @ 24" O.C. A2 —— (TYP— ---- -- -- ----- ----- —RIDGE ---- ----A1 --• liz A3 22"X30" — — I I i ATTIC I I I I ACCESSi I A4 =_ A5 _ \ I I I I 1 ui A_6 GT A9G /jix CJ5It 11 1161 I �I CJ3 II II I) P GT 62G n u u CJ1 �� I� I� II II w l w II w tf15A(�J II II II _ CJ3A flI II II II ' II II it II II it II \X II IF 11 11 �I I N N N N N 1A CJ1 II U U w w ul I 53.1 — — — U — ROOF FRAMING PLAN SCALE: 1/4" = V-0" L U U U J1 CJ5 CJ3 CJ1 1C 1A 1C 11 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #92 PROJECT# 04321.200 092R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. C MAR 16 MIICHAEL C. ANDERSON AR NO 17305 PRINT [DATE: % 03 04 21 SCALE: 1/4nA1>_®ra SHEET w 4 Ik F—�I HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRF31RI1RF COFFFICIENT: +/- 0.18 GABLE END ■_ ♦r I ♦lrlr ■ - . ♦r♦ rru r♦♦ ♦r♦♦ �j ♦r� r♦r♦ ♦ r iii r / i ♦ 11V It O�.'•�tLfp.#4� ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" 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 (32116) .(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. O TE GENERAL OTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STU, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON 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 ' Design GYOUpLLC STRUCTURAL ACI 318-14, BUI DING CODE REQUIREMENTS I THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN F ELASTICITY = 1,400,000 PSI: ALL WOOD IN CONT/ April 19, 2021 FOR STRUCTU L CCIN TRACT TMS 40EMBE 16 201 SPECIFICATION FOR IO COLD -FORMED TEES. STRUCTURAL MEMBERS 2016, ASCE7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOT SHALL BE RATED TO RETENTION LEVELS OF 0.21 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FC Planning & Development Services 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 LEVEL Building & Code Regulation Division 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 STRU 2300 Virginia Ave. EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. Ce, Fl. 34982 Fort Pierce, AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE ALL DIMENSIONS DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. E (772)462-2172 TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT L( - OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SYP RE: Permit # ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. D.R. Horton Homes THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOOD SHALL NOT BE IN DIRECT CC Creekside Lot 92 IS COMPLETE.1 T IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOI Response Letter ' DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY. SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDA listed project, the plans indicate 7/16" roof Sheathin On sheet.SNl. For the above p ro p g THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENT AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" SEALED BY A PROFESSIONAL ENGINEER REGISI This is an error on the plans. The Correct callout shall be 19/32" sheathing thickness and REINFORCING STEEL: the correct reference for wind pressures is ASCE 7-16 reference. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR CONNECTOR PLATES SHALL BE A MINIMUM THIC 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 MEETING THE REQUIREMENTS OF ASTM A4461A4 L GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN L ADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSE CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WC AND VERTICAL BARS SHALL. LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR FV ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10i psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULI PROVIDE 36" x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND. TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALI DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS I 15 pef TOP CHORD 20 psf TOP CHORD SHINGLES) Ito No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCC (71,Pad w/ASPHALT psfw/ THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 1D psf BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEAL DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FC BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE F WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTUR/ (ASCE 7-16 (FBC R2020) EXPOSURE. C, RISK CATEGORY 11) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEE LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED Should you have any questions, please feel free to contact me. 20 sf HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) STORAGE: p, , WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO I AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EAC - VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DR/ Sincerely; 40psf MASONRYCONSTRUCTION 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 THE HURRICANE STRAPS SPECIFIED ON THE WAI SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE F OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND I _ ALL BLOCK WALLS SHALL BE I vwv CELL HOLLOW C NCRE OF THE DELEGATED TRUSS ENGINEER. WIND UPI ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90,GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DE ROOF/ WAL U FLOOR 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 ALL TRUSS TO TRUSS CONNECTIONS. 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 Michael C. Anderson WITHOUTTHE WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE SDOCUMENTSTRENGTH-0F 3000 PSI AT 28 DAYS, UNLESS Florida Architect #AR173O5 SHEATHING SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY TIELL ARCHITECT. OVER THE. SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10".. USE ONLY MECHANICAL VIBRATION FASTENER SCHEDULE TO CONSOLIDATE GROUT NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1668d RSRS-01 RSRS SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS HALL FOUNDAT OW SITE PREPARATION. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 •Phone: (321) 802-3591 p1E DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING FOOTINGS WERE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS www.abdesigngroup.com EXCAVATIONSANDSLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. , � W SOIL FOR TERMITE. PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE- 1 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' EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MET ° EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM RAFTER OR TRUSS ROOF SHEATHING MINIMUM DESIGN BE MADE BY THE CONCRETE: BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN S GEO-TECH. ENGINEER. ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTIM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES: STRUCTURAL TUBING SHALL BE ASTM STJBDIV. 8t LOT: CTR� E CONCRETE SHALL (INSTALLED PER MANUR SPECS.) SEE DETAIL. A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = HHS E 2 PHASE 2,500 PS REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. r 3,000 PS REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB BOLTS WITH DOUBLE LEVELING. ALL r(1 A 2 L®1 # ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 -NUT " Z H CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS ROOF SHEATHING ATYACHEMENT SPACING C1 CONCRETE PLACEMENT! CONCRETE SLUMP SHALL NOT EXCEED V -4- PRIOR TO THE ADDITION OF PLASTICIZER. WIT25MH SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ACCOF3125RDANCE PEtOJECTjjE ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" D.C. IN FIELD _ Ili P-"m CONCRETE SHAL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 04321. 200 ®92R1 ZONE 2e, 2n, 2r: Bid NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ETC. CONCRETE ICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE. MAXIMUM TIME ALLOWED FROM WHEN MODEL ZONE 3,3e, 3r. Bid NAILS @ 4" O.C. ON EDGE AND 4" O.C.iN FIELD WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON BUILDING LENGTH THERE IS A DELA IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHAD- NOT BE PLACED. IT SHALL _ 4 E H B NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT BE THE RESPOW NON COMPLIANC IBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY WITH 'THE ABOVE. "2605- HAYDEN" AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONC RETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: GARAGE SWING: A. 3" FOR CONCRETE T AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): E CASED GABLE NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B. FOR CON RETEEXPOSED TO EARTH AND/OR WEATHER: TO E rT� 1 \,I is H 1 RIGHT TRUSS 2x4LE SYP O RAFTER W/ BLOCKING @ 1-CON' RT AND SMALLER 16' O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER Reviewed for Code Compliance PAGE: BLOCKING 16" O.C. FIRST 4 BAYS W/ 2 12d NAILS EA. @ O C. FOR CON RETEI,NOT EXPOSED TO WEATHER eerinc Universal En23 END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/44 FOR LABS„WALLS AND JOISTS Sciencees s BLOCKING PER NAILING SCHEDULE 1-1/2"FOR BEAM',AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ,, J • Z • C9 QQe _w S z Z W U Z O @ . J Z1n w �W `z ZQ 2U 10 0 Z� it I C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING NG ATTACHMENT #81 DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1X2 PT FURRING TO CASE HARDENED COIL w. G/C GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY 8" O/C 1 1/2" EMBED., 4" END DIST, MASONRY/CONC. NAIL i 1/2" LONG. TO MASONRY/CONC. NO WASHER FASTENER 1 12" EDGE DIST.. SGD, AL. EXT. DOORS CASE HARDENED COIL WINDOW/DOOR] FASTENED GARAGE ODOR BUCK 3B"91A OR 1/2" DIA. EXPANSION BOLT 16" Or (3/8" DIA) 4" EMBED., DIST., GO/C EDGE CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED METAL STRAP TO 1 x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CbNO MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2)3116"DIA "TAPCON" 18" O/C I VVEMBED, 8' END. NOWBEARINGWOOD 12"° EXPANSION 24" O/C 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 DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0.138° RAF x 2 1/8• 9" O/C 4" END. DIST., 1 1/2"PT TO STEEL COL., SEE WIWASHER STAGGERED EDGE DIST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP 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. DETAILS 60 MPH EXP. C ARCHITECT. L 1 G 2021 C" ANDE NO 1730,E PRINT 2104 DATE: 03 / / SCALE: 1/41=1P-0" 0 TYP, EXT. SHEATHING ATTACHMENT _ I• •I TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS RECEIVED Planning &Development Services Department jr �. � APR 3 0 2021 Building & Regulations Division F .. Product Review Affidavit sr. Lucie county, Permitting 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 #10 wood 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 Nonim ac} p 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 l l/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 1 3/8" minimum embed. Locate anchors as shown in Installation details.For anchoring through frame into masonry / concrete'''use 1/4" FL15353.2 RS 1Z/31/20Z4 Vertical Mullion 5764 MI Window and Non Impact ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ (+38) / (-48) (+48.1 / (-48.1) Doors i i 1" min. edge distance. Locate anchors as shown in installation details. Eor 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 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min 2 1J2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2)f (-48.2) 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. FL20461.17 R6 12 31 20Z1 / / door with transom Smooth Star Therma-Tru N/A / .Min. embedment of all anchors to be 1 1 4 �� _ 36 47 ( ) / ( ) _ 47 47 ( ) / ( ) 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) (+36) / (-42) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben oft 3/4", min. edge distance of 4' and min. end distance of 4". Double Garage Max fastener spacing of 20'. 3/8" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12i3}JZ023 Door (ALT) 8024 Wayne Dalton N/A 1 9/3Z" thread penetration into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) / (-38.3) III 8/8" 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. 23/4" min edge distance. (+29) / (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door (ALT) 185; 187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring< shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the t field. FL15216,1- R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5259.1 R32 12/23/2023. Underlayment Polystick IRXE Polyglass USA N/A Self-adhesive (Alternate) FL17322.1 R7 12/31JZ024 Underlayment (Alternate) W weatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 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) FL3792.5 R14 8/16/h21 Off Ridge Vent 770D' Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A / N/A (ALTERNATE) FL33919.1 R1 ' 12/31/2024 Soffit Variform Soffits PlyGem Install per manufacturers recommended requirements. N/A (+31.6) / (-38.8) (+157) / (-46.1) 12/31/2023, Install per manufacturers recommended requirements. FL15272.1. R4 (R5) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (38.8) (+75) / (-75) ;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 o r " " c nc ete /masonry, 2 1/2 min. edge distance, 12 o/c max. spacing. Can 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 P can Panels 24 GAGE H Hurricane Storm N/A concrete a /masonry, 2 1/2 mm, 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. I Install per manufacturers recommended requirements. FL17147.1 R5 6 27 2021 Zip System Wall Sheathing e B Huber N/A NA / N/A Sheathing g .James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding Cemplank Building Products, N/A inc p 9 nstall per manufacturers recommended requirements. FL1392.1 R7 1/1/2055 I Joists ( 2 Story BCI ESR-1336 N/A Onl y) CONTROL DATE 3,30.21 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 3 a o U � W d Q 2 o � O W q Z O U Hn q � e CI STLUC �LJL� COUNTY MASTER 'PA. PROJECT# ODEL-... EXPRES SHINGLI�i,' ;GARAGE SWING: PAGE: r ' A j MPH EIN, C ARCHITECT: MAit'3 It 2ti21 ` k° ' IVICHAEL C. ANDERSON AR NO 17305 PR 03.3 :121 DATE- SCALE:1/4"=1' 0' SHEET_ P A'1