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Home My WebLink AboutBuilding Plans605 1430 CUI.VFR ®RIVE NE, PAIM BA`Y, FI® 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 a STATE OF FLORIDA BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 ' i TEL: (321) 7`33-7092 FAX: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLORIDA BUMMING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL Local. AND STATE conEs -OCCUPANCY — RESIDENTIAL, GROUP R3 - CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. AMP. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. D1A. DIM. DISP. DP. DR. D.S. DI L. D.W. EA. ELEV. EQ. EXI-I. EXF. F.G./FX. E.G. FIN. TER. FLUOR. FR. DR. FTG, GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. IIDR. HOT. oRH'r INSUL. IT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE-, AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE v DA DIAMETER llIAMETER DIMENSION DISPOSAL DEEP DOOR. DowNsvoUr DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUFf INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN' M.1'. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYwv. P P.T.T R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. Sim. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.G.S. TYP. U.N.O. V.P. W. W/ wv. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MEIALTHRESHOLD MOUNTED METAL NO'I'TOSCALE ON CENTER PROPERTY LINT; PHSFIBUTTGN PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP P TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH wooD WINDOW WATER HF,ATFR WROUGHT IRON DATE DESCRIPTION 06/28M 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION 12/15/11 APPLIED COMMENTS FROM M. SEAY 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 A3GHJK—FRONT &REAR ELEVATIONS PG A4GHJK—LEFT & RIGHT ELEVATIONS PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—FIRST FLOOR PLUMBING PLAN PG P2—SECOND FLOOR PLUMBING 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 - "GHJK" "GHJK" Reviewed for Code Com hance Universal n ineedny P e Sciences 01/15/18 BID SET ISSUED 02/13/18 ADDED ELEV. V 4 'K' WITH SIDING PER MARK BOWES 02/2®/IS Blp SET RE —ISSUED 0441115 FOOTING REVISIONS PER M. BOWES Og/11/I5 AppE:D VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 01/26/19 DETAIL— 'ADDING: BAR TO BOND BEAM' ADDED TO S12A 02/26/19 PLAN MAINTENANCE 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04l25/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON STATE OF FLORIDA PROFESSIONAL ARCHITECT: j"� 7�� MICHAEL C. AN1lERrw JOlV r AR O . 1 A.B. DESIGN GROUP, LL,C 2194 HWY AlA SUITE 301 ' INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802- 3591 �9�1 �T SQ.1' 1 . CALC. S ®4l25/19 REVISED HVAG VOLUMES ON SQFT GALC SCHEDULE 1ST FLR. LIVING 1104 SQ. FT. 2ND FLR" LIVING 1501 SQ. FT. _ _ _ TOTAL LIVID 2605 SQ. FT. GzARo*E 43'1 SQ. FT. PORCH 111 SQ. FT. COVERED LANAI 80 SQ. FT. - TOTAL 3233 SQ, FT. A/C VOLUME 22403 CU. FT. 04/26/19 UPDATED LEDGER BOLT SIZE 4 $PACING 064SAS REVISED I -JOIST LAYOUT ADDED LED LIGHTS TO KITCHEN 4 SATHROOMS PER MARK BOWES 09/13/19 — LEDGER BOLT SPAVNGm REVISED 1145n9 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 STRUCTURAL SHEET DESCRIPTION — -- 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 Is — 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 RE's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W W U W ril 0 F 0. U W A h A SUBDI & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT#� 04321.200 060R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANIDERSON AR NO 17305 rr`lr' L DATE: 11/03/21 _ SCALE:1/4" t'-0" SHEET c I GENERAL NOTES SITE WORK TIMBER 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 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED FBCR 7TH EDITION (2020) LINO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN 1S BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. . CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM'/d' PVC (SCHEDULE 40), INSULATED WITH '/z" AMAFLEX. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. DRAWING 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET . 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 9. 10. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS GARAGE. 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. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH LESS THAN Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w U w 0 F a w 4 E a SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 16 00 MPH EXP. C ARCHITECT- NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / SCALE: 1/4 "=f- 0" SHEET CONTROL DATE: 09/08/21 (CM) �.�.. ... u lv✓ ✓coi�sl� aclarlw '_Ili C.l Iv L.)AI-Arst: f"Twkim UJINTER ICE BARRIER FLOOD AIR MEAN SNOWSPEED TOPOGRAPHIC DESIGN r IUEATHERING' FROST LINE TER 11TE DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD CMPH) EFFECTS" CATAGORY DEF TEMP• REQUIREDh INDEX' TEMP? NA 160 C NA NEGLiii NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.W THROUGH FBC R302,9,4 __ FLAME SPREAD AND SMOKH-DEVELOPED INDEX FOR INSULATION SHALL BE IN -10„ 0'-0" ACCORDANCE WITH SECTION FBC R302.10,1 THROUGH FBC R302,105 _4 ^ 7'-4° R—V—AL—U—E SCHEDULE FLOOR 5LA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL FRAMED UD - ADJACENT FRAMED AID - EXTERIOR R-4.1 R-13 R-13 CEILING UNDER ATTIC R-30 WALLS lit v _N 14 1 cV ,p .__ s , r f N pp � 1kV"0 - t ' V 1 GABLE ROOFS 01100 i 1 STY<$ 45 1f `r s 10*•c10s3W GABLE ROOFS _44 10" <'0 4T HIP ROOFS 10`4,0530* F*r SI: 1 ice! e" 300.8 mm, I deome 0.0175 rail, Notes a ft 411 io 4 F: UD4'3. FIGURE F4301.2(7) COMPONENT AND CLAO0i PRESSURE 70NES COVERED 7 I 8'�8'NC� . I II'-1®" { I ROOOOMG 8'-8' CLG. - _2„ I II I I II I I I I I� Vlc r I I I 1 \\1 I 2868 g -0 I S 4'-0 3'-0" 2'-8" OPT.I r: �c 314 -SH IF!I III FLEX C111V 9 FOYER 8'-8' CL . J 3052-SP �o ROOM 8'-8" CLG, STAIR DATA , 16 RISER a iB4' r 15 TREADS 6 10' I GARAGE 8'-8' cLG. 3052 -SH EGRESS 12'-4" BEDROOM #2 8'.8' CLG. —' (2) 2066 IR-ISH BATH #2 8'-61 cLG. ;J �• . —� JIMF • aim" • I � 2'-101, PORCH 8'-8' CLG. 16'-0' X 11-0' O.H. — — — — — — — — — — — — — — — — — — — — -4" 10'-01, 1'-4" 5'-4" I'-4" 20'-4" 18'-01 8 P� V N COhPOOff AND CLADDHO WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND %M OPEN" AND TYPE SQUARE FOOTAGE ZONE 160 MPH WIND (Volt) REMARKS MIN. WINDOW 10 5 3 i/-50 CRITERIA EXTERIOR SIDING 18 5 36/-41 DR. MIN- CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 160"10 O.H D. 112 5 310/-34.6 12"x12" SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22"_8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DA75 01/01/21 PRE-ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS MID WALLS SP4032' O,G. MAX 2x STUDS a 16' OZ. MAX, U10i t T 4 G BUBFLOOR aUEP AND SCREWD AS PER PASTNER 80HEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MBTA-36 a 32' O.C. MAX I Pli FLOOR TRW SQ.FT. CALC. S 16T FLR LIVING 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 43-7 III 80 50. FT, 50. FT, SQ, FT. SQ, FT. TOTAL 3233 50, FT, A/C VOLUME 22403 CU. FT, DOUBLE TOP PLATE 2x STUDS a *1 O.C. MAX, 2x CONTMOUS STRESS WCURE BT. PLATE To STUD W/ BLOCKMG MID WALL SIMPSON SP4 032' Or- MAX SECURE BT. PLATE TO SLAB W/ NO' ANCHOR BOLT W/ 2' WA HER T EMBED. MIN. a 32' HEIGHT OF GARAGE OG. MAX, EPDXY NOT VARIES WITH SLOPE REGIUIRED FOR EXPANSION w BOLTS SIMPSON SP4 a Q 32' O,C. MAX .. .I� , ..•a4 4' CONC. REINFORCED W/ 6'X6' IU,4XWIA KRETAROM ON tLELLCOMPACTED CIEAN w FILL. TER'9TE TREATMENT TO BE in O 4' 1'-0" 4' 4' BORA-CARE APPLIED AT FRAMMa (2) 5 REBAR ON CHAIRS SCALE: MASONRY FRAME WALL LEGEND S'-8' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS 18'-8' BRG, INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4 INTERIOR NON LOAD 511 WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERIUISE FIRST FLOOR PLAN SCALE: 1/4' a 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15,9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS, FBCR 2020 (7TH ED.) 31 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED, - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR 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 Mum MI wm��m® Reviewed for Code hM Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N 01 w v w 0 ti U w Na h A ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 2 DATE: / 1 SCALE: 1 /4"=1' — 0" SHEET At DBL. TOP PLATE C -I. A l' m A BAR -DETAIL CH DTL. @)A-7 =1'-fa—�� AHU 1 � (LQO Oim S � U (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SECURE TREADS t0 STRINGER SOLID NAILING WK3)N8 3' SCREWS + EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / ,G _ —42' H. 1/2 WALL W/ CAP MAX. NOSINCs 42' HIGH HALF WALL W/ CAP 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE i m "W-1211 a' -a" BFG. H6T. W/ 2X4 RE-INFC;::. / PRE-ENG'DJ FLOORING SYSTEM / (SEE FLOOR / FRAMING SHEET) STAIRS RISERS t0 CONFORM TO FBCR 3/4' KICK / STAIR DATA: RTH EDITION (2020) PLATE / I6R ® IB4' MIN. TREAD=10' MAX. RISER•"I 3/4, 15 TREADS a 3/1b' MAX. VARIATION IN m / 10'+ NOSING, I' R15ERS/TREAD5 ADJACENT TO EACH OCHER 3/9, MAX. VARIATION IN ANY M N / S T O R• UL �+R-I/4' / CROSRISESSECTION DIARTO BE 1111/4' OR PROVIDE EQUIVALENT / 3-2xI2 SYP STRINGER GRASPABILITY WINDERS- MIN. 6' WIDE A / REINFORCED W/2X4 SPF NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. W/CONT. BEAD OF SUB -FLOOR ADHESIVE FL-400 OR SIMILARE o NOTE; EA HORIZONTAL RUN ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS 2 X 4 RE-INFORCING PROTECTED ON THE ENCLOSED SIDE ® EA. 2 X 12 STRINGER WITH 1/2' GYPSUM BOARDS. FBGR 302.1 SECURE Wn2d W-W O.C. 2X4 ATTACHED W/10d MASONRY NAILS ® 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.G. MAX. STAIR SECTION 0'-0" FIN. FLR, THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER F5CR R3111.6.2 MOTE: 4ANDRAIL RETURNED TERMINATE COST. ENDS SHALL 5E TO THE WALL OR INTO A NEWEL NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF la"t 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" 5UT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF I/811 . 2. THIS R,4ILING 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 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160'I.8.1 / F$.C. 2020 aANDRAIL SECTION D LE:3/4"=1'-0' Reviewed for Code 91 Compliance ces ulljw Sin g hewing 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W U w 0 E v W A F Q tiIL SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.2001 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 11/03/21 SCALE: 1/4"=1'— 0" SHEET AIA I a 12'-0" 2'-4" 11'-4' 2'-4" 14'-2" ®I 3052-SW MSI2ESS IT (2) 3052-61-1 ®3052-SH EGRESS � I^ OM OM BEDROOM #4 I UPSTAIRS BEDROOM #5 LIMG � I 8'-8° CLG. — 1 I V/ NIS I b V& 0° V. rye 3'-8" 4'-O" m 12'-0" 41_211 I� CIV 6 _6 c0 BATH#3 Al I 8-89 CLCx. 8I C ----- i _ &6 I R7 1 N i r 1 I OPT, 11 IOPi.I 1 1 D. 11 c =3 �@ TUE3/ WW A IR-1SH IZ - - .- - - - - - - � 1 y W.I.C. r22 _x3ro � I � V-8' CO. ATTIC I AACG � I IR-ISH— 3-SH C 4 �v 2' 4" #1 BE3D'-RSO' I �I COLMCs. 3'-O " 3'-IO4'-4° 14'-0' BEDROOM #3 K BATH #1 . o I 36'x60k I ENCL } , A El El (2) 3052- 1 ti� IN 01 C I EGRESS W.I.G. I QC 1 ❑ 8'-8' CLCs. ! ^ `r ❑ s � � 0 2040-SH 3052-51-1 LINE OF IST I EGRESS EGRESS FLOOR IBELOU1 ------------- ------ J [3052-5P 14-- -4" 13'-4" 2'_ 4 2'-4" S'-O" All, I -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OP THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTL"Y FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS •r:tOwL�L'W ■off IZ—VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 vvww. a b d e s i g n g ro u p xo m AA #: 0003325 F W v w 0 h a Cj w E A ti SURDIV. 8e ]LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWI2JG: RIGHT PAGE: 7 SECOND FLOOR PLAN 160 MPH EX.P. C ^ NOV 0 9 2021 WCHAEL C. ANDERSON AR NO 173051 ra"JLr JL 03 2 DATE: 11 / .� 1 SCALE: 1/4"=1'-0" f SHINGLE ROOF FYPON lro WS' DECORATIVE SHUTTER OR EQU0✓ALENT 2ND FLR. BRCi. HGT.�— FYPON --- _ BKTIIXI'1 OR EQUIVALENT p' RAISED BAND (TYR) 10'-0 3/4 2ND FIN, FL 8'-8" BRCx. HCsT. o ENTRY P T 4' RAISED BAND (TYP.) S' RAISED BAND (TYR) 0'-0" FIN. FLf 18'-8" 2ND FLR. BRCx. HGT. - 10'-0 3/4" 2ND FIN. r%-MJSRCx. HL:; I . 8'-8" GLG, HCzT.,h I -- - 1 -- - 4B I I A3 I I I TYP. I I I I I I � I I r I I I I = 0' 0" FIN FLR ID ON T JLJ L T N SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: IUALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT 4 2ro'-8" BLDG, HGT. 2ND FLR. BRCa. HCzT. 4' RAISED BAND W RAISED BAND 10'-0 3/4" 2ND FIN. FLR. o8'-8" CLGx H4GT. OPT. COACH �/— LIGHT O'-O" FIN. FLR. 2ND FLR. 0 BRCs. NCzT. 12 v J�10'-O 3/4" 2ND FLR. - - - - - - - - - 41 � - - - - FIN. FLR./k3RCz. NCz7. _oa'-a" CLG. HCxT. L V T10"N SCALE: 1/4 = I'-0' TEXTURED FINISH 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. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = TOTAL# OF' VENTS REQUIRED = TOTAL# OF VENTS PROVIDED = SOFFIT VENTILATION AREA 138SQ. IN. PER VENT (net free area) 2.14 3 7 SQ. IN. PER LINEAR FT (net free area) 42.27 Reviewed for Code 1p Sri( rWO 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U W 0 F U W q F A ti IM UBDIV. 8e LOT:CREEKSIDE PHASE 2 LOT #60 ROJECT# 4321.200 060R1 ODEL:4EHB2605-HAYDEN' GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 oo f PRINT DATE: 11 03 21 SCALE: 1/4 "=1' — 0" SHEET 2ND FLR. BRGz HGT. 10'-0 3/4" 2ND F-L FIN. FLR./BRG. "CRi V-8" CLG NCxT 0'-0" FIN. FLR. 2ND FLR. I0'-0 3/4" 2ND FLR. _ FIN. FLR. 8'-8" 5RG I IC�T. _ a ENTRY ,O'-011 FIN. FLR. LhTT ELV TIN SCALE: 1/4 = I'-0' TEXTURED FIN15T I HT 'UVATION SCALE: 1/4 = I'-D' TEXTURED FINISH DOWN 'F'ON 1-1 OR aLENT 2ND FLR. 1- 7, 3/4" 2ND FLR, LR./BRG.I- T. BRCS, RY FIN. FLR. L R. OMWOO Reviewed for Code IL In m Compliance Universal Engineering Smnrxes 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouri.com AA #: 0003325 h W W U W 0 ti 4 v W q A F: ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 `..ems. ' ATE: / 11 03 21 1 SCALE:1/4"==1'-0"' SHEET A A.- 1-1 ELECTRICAL LEGEND 5YM150L DEFINITION NOTES V 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1,2 OF OUTLET WIRED TO SWITCH CFI 110V OUTLET EQUIPED W/GRND PAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT.WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER ' SWITCH SWITCH 3-WAY OPER, '4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT (l 1 VP J VAPOR PROOF LIGHT @ RECESSED CAN ® VENT. FAN 1 CFM PER SQ. FT. TTVENT. FAN W/LIGHT I CFM PER SQ. FT. 1 LR(TjTT._. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT 2-BULB WRAP LIGHT AROUND (RECESSED) HFLUO U WRAP LIGHT (SURAEMNT.) 2'FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT ® PANEL Nib METER GATT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED MATT. BACK-UP SJ� SMOKE DETECTOR W/ HARDWIRE ® S/Cp CARBON MONOXIDEHARDWIRE SMOKE DETECTOR BATT. BACK-UP W/ INTER -CONNECTED C0pW SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT �I F> NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/C AIR CONDITIONING TO BE 210V U.N.O. SEE A14U ON DISCONNECT THIS SHEET TELEVISION JACK CEILING BOX REQUIRED TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIR9D TO BE SUPPORTED IN CEILING fAN/LIC#HT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION Q�Q,L1Q� 24' INCANDESCENT LIGHT STRIP n non 36' INCANDESCENT LIGHT STRIP nnnnnnnn 49'INGANDESCENT LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD E P.B. PUSIFI-BUTTON FOR CHIMES 0__ - USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO ee VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO E3E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCS IT14 EDITION (2020) 4 NEC 210J2 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI + ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ESE LOCKOUT IN PANEL - BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5C CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIS,0 13 F99,-9 7T44 EDITION (2020). - LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERRI.IPTER PROTECTION * WI METHOD SHALL 'H NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR "ITH ED (20202 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 'ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY MILDER AND 15% OF LIGHTING MAST BE ENERGY EFFICIENT TYPE PER F3.C, ENERGY CONSERVATION (RESIDENTIAL ENERGY �FfICIENr'Y) 2020 nth EDITION R4':" I CEILING MTD. LIGHT TO 5E INSTALLED, PROVIDE J-BOX FOR OPT. FAN OUTLET' FOR VENT OR MICRO COVERED LANAI DMG ROOM PAN. _GFI FLEX PRE -WIRED CLG FAN LMQ ROOM PRE -WIRED CLG FAN SWITCH IN CABINET OUTLET /TO FOR DlU 2ND FL. GFI SWITCH 1 I I I I 1 I GFI m 44' 5/CO A.F.F. cxFIV U V\ P.B. FOR \ ` CHIMES � PORCH PRE-LUIRED CLOY FAN G� �J BDRM. #2 S.D. p /\-P.B. FOR GARAGE DOOR 1 II KEYLESS FIXTURE GFI it GARAGE W DOOR PREWIRE GARAGE ,,4Y01" 0 GFI ,a 44' A F.F. -- /50LLARD AS REQ. PER BLDG. CODE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' I I L o 0 LED LIGHTING C� SINGLE LAV. BATH j12 1,1N COACH LIGHT 0 9 METER FIELD VERIFY LOC. IRRIGATION OUTLET a 48' A.F.F. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120/ 240 V -1Ph MAIN: 150 Amp M.C.B FE EDER:3- #1 C u THWN & 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 Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1 000 3 4 Space 5 6 6240 A/C C.U. 40 2 #B Space-- c 7 g PANEL - A PANEL: 42crt. breaker VOLTAGE: 120 / 240V -1P h MAIN: 150 Amp M. LO. FEEDER: 3-#1 CuTHWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 146 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Wafts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave! 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 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 1Foyerd Flex f Hall AFCI 900 13 14 6000 Dryer GFI 30 2 #10 #14 1 15 Living Rm, Lanai, Kitchen, Din. Lts AFCI 900 15 16 Space 17 18 1500 WasherGFI 20 1 #12 #14 1 15 SD & C/O 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 Owner's 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. Lod AFCI 900 27 28 1200 2nd.Floor Hall( STD 2nd FL Liv LLaun. AFCI 20 1 #12 #12 1 20 Exterior Lights and Recept GFI 1000 i29 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 41 -42 Space 1 Load subject to demand factor calculations / line 1 17600 27900 1 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 10000watts 'at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11795 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Connected Load Watts 35965 Total Amps (watts 1240 wits) 149.9 NOTE: I. ELECTRICAL PLAN SHALL BE USED FOR ELECTRICAL FIXTURE COUNT AND GENERAL LOCATION AS REQUIRED BE FLORIDA BUILDING CODE AND DESIGNATED IN VALUE IN NEC 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (20292). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences PROVIDE 3*210 CU, THWN + 1% CU IN 2' CONDUIT OR 3 •4/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE ISOA/2P M TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP 120/240 VOLT 1 PHASE MLO PANEL CAELE TELEVISION SERVICE ENTRANCE EQUIPMENT — +^ 1 14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TtH €PITICN (MW,m 5/8" DIA X 8 FT L.ONG COPPER CLAD GROUND ROD 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w U W O IY a Cl) A F a ti svHDIP. 8c LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRS T FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 '2021 WCHAEL C. ANDERSON AR NO 17305 rZ%L." i DATE: 11/03/21 SCALE: 1/4"=1'— 0" SHEET El ELECTRICAL LEA END SYM50L DEFINITION N01MS -e 125V OUTLET 20 AMP SINGLE POLE �sl 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED T0 SWITCH GFI 110V OUTLET EaUIPEDW29RFAULT INTER.JPTER (TAMPER RESISTANT TYPE) �VJ 220V OUTLET (4) WIRE CONNECTION WP EXi. WATERPROOF UT GROUND FAULT GFI OUTLET SWITCH SWITCH 3-WAY OPER. 't4 SWITCH 4--WAY OF'ER'. ®T— 1-0WALL MOUNTED L IGHT CEILING LIG44T l!J LED CLG LIGHT O V� LED VAPOR PROOF LIGHT -� O VI= VAPOR PROOF LIGHT © RECESSED CAN VENT. PAN 1 CPI 1 PER Sa F7. VENT. PAN W4.IGHT 1 CPM PER SQ FT.- VANITY LIGHT FIXTURE (SPECS TENT BY BUILDER) FLUORESCENT RES U WRAP LIGHT AROUND AR (RECESSED) 4'X2' FLUORESCENT 2 BULB WRAP LIGHT AROUND (SURFACE r'1NT.) �-=-� 2' PLUORESCENT 4' FLUORESCENT 4' TRACK L WT C� PANEL w METER BAIT. l� f e 1 SMOKE DETECTOR W/ HARPDWIRE WINy WALL MOUNTED MATT. p,&Ce,-UP SD. SMOKE DETECTOR W/ HANDWIRE CARBON MONOXIDE SINOCE DETECTOR COMBO BAIT. BACK: -UP W_/ W6ER2 RE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL - PENDANT LIGHT NATURAL. GAS ®� OUTLET TELEPHONE JACK WATER 14EATER �� SOIRCE DISCONNECT 1.O BEXELEvar�n AIR CONDITIONING TO BE 210V UNO. A/ DISCONNECT ON SEE SWEET N TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REOUIRED TO BE.O SUPPORTED IN CEILING PAN/LIGHT A CGOT2l7ANC:E W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48° INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD RJ P.B. PUSH-BUTTON FOR CHIMES 6-14� I Um PORT • LOCATION OF TV JACK$ 4 PHONE OUTLETS 4 PANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO ESE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1tH EDITION 12020) 4 NEC 310_1Z 1EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EX14AUST PAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M5073 EMCIS -1114 EDITION (20202, • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERR11PTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR 17H ED (20 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE MCR TTH ED (2029). • ALLAMPS SHALL BE SELEC TED BY BUI = AND -Irp, OF LIGHTINC�UST �3E ygRrs f-lff IENT TYPE PER Flip. ENERGY BERVATION (R =MLT.AL ENERGY �_Jr.IENCYJ 2020 9th EDITION R�@41 1 --------- —-------J /r----------,�\ 1 � I 0 0 0 0 L L • B 9 M II I I I - �° I I ° I I � I I I I � I I � I Reviewed for Code Compliance 193 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359.1 www.abdesigngroup.com AA #: 0003325 F N �w P U W 0 F C� W F A SUBDI'V. 8c I.OT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605-HAYDEN" GARAGE S WIP1G: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C • • •-:# <. NOV 0 9 2021 M PRINT 03 /21 DATE: 11 / SCAT :1/4"=]L"-O"' cck FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = V-0" 2' 2. I-lu LAV AWC.TU6 2 2' VTR gNIUR 2' CO �5t TO MAIN KITCHEN SINK W1 AUTO VENT 1>N I 2' tvm 01 Reviewed for Code Compliance E9 Universal Engineering Sciences PLUMBING RISER DIAGRAM NOTE: FLUM51NG I-AYOUT PLAN 15 INTENDED FOR LOCATING PLUMBING FIXTURES ONLY 2194 HI 11, SUITE 111 BOU INDIAN HARR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IIIIb AA #: 0003325 F W U W 0 a W A F A ti 7t W 0 C SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 06ORI MODEL• 4EHB 2"2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 160 MPH EXP. C ARCHITECT- OF FLOF NOV 0 9 2021 MICHAEL C. L17305 RSON AR NO PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET o 0 IEII o Im a s I I I I I ❑ - S I I ® I I m I I m I ❑ v. 4" 2 --------------- 2'-3 TU15/ I A/ r-----IF-- — - i S OPT. i i iOPT P. nl W. II _ /A I-4� I_0 18'-G 13'-1(I�I I f I i -- ❑ I mEl- N CP N ■ X/c m ` E. 36'x60' I I SNUJR U1/ I I ENCL I I o a o a o a o 0 Reviewed for Code I Compliance I j Universal Engineering Cu Sciences L — — — — — — — — — — — — — — — — — — — — — — — — — -- SECOND FLOOR PLUMBING FLAN SCALE: 1/4 = I'-O' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w w a U W xG ti U w A [ti ti SYJRDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL. 4EHB "r2605-HAYD]EN„ GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 160 MPH EXP. C ARliWEC i STATE OF FLORA®A PRINT : 11/03/21 SCALE: 1/4 " =V- 01 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. -- PLATE TO SLAB W/ 10d MASONRY NAIL A 32' O.C. MAX FIN. FLR. 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I'-0' �— 3 5/8' OR 5 3/8' i/2' DRYWALL TOP CHANNEL (25 CA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24° O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/al" OR RECEIVING UPPER/ 5 3/8" LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED lro' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAP 4 WALLS ADJACENT t0 TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ i/4' WOOD TILE FINISH SCREW WOOD BASEBOARD---_ FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR `305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER ELEVATION Jh PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL, DRIP EDGE 2x FASCIA PER PER ELEVATION it Y P. ELEVATIONS VENTED SOFFIT 7R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING -�—� STRIPS Q 24' O.C.. 1/2' THICK, 2 COAT PORTLAND ' 8' CMU --� CEMENT PLASTER APPLIED 1/2' GYP. WL. DIRECTLY TO MASONRY WOOD BASE --� 0'-0' FIN. FLR e. m. y W WINDOW OPENING_ 1-S 1—STORY `-FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON -BRIG.) Pi./I SCALE: I/2'=I'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR c305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - 5OLID GROUT W/ (1)- 05 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 5" DIA. SLEEVE, DO NOT CUT NOT CUT BOND 4M BARS 2AiPIPE THROUGH BOND BEAM Ell SCALE: 3/4" =11-0 1 — 'ilk 0'-0' FIN. FLR a: ROOF SHEATHING THICKNESS IS d ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP, WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE TORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'21'-0' UNDERLAYMENT iN ACCORDANCE WITH F16CR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 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 ia' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU — g� :AULK AND SEAL "S LINE J' PVC SLEEVE FOR GAB LINE ,a'M Q• GYP. WL. W. ,OOD 5ABE .44 e 28 GAS LINE THRU BLOCK D 1 SCALE- 2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS m EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS 4PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES J,PER ELEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD i' 4 d d d , V e a a rA W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.G. 1/2, GYP. WL. BD. WOOD BASE 1/2 THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL- APPROVAL REQ VERTICAL TRACK I' MIN BY MAUF. FASTENED TO SLIDE TRACK BRACKETS ROD W/ PRODUCT APPROVAL Rea CORNER BEAD a, Cm SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. UiD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RECL SEALANT 4 BACKER ROD UIEATHER STRIP MOULDING ALL AROUND(BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0" r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. 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 PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reviewed for Code ' Compliance Universal Engineering Sciences I U _ „L 0'-0' FIN. FLR a a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN e a a ACCORDANCE WITH FBCR 2020 -iTH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION NO FOPENING NOTE METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' = I'- 9' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater For proper joint expansion and contraction, ASTM C1261, AAMA 512, or other approved standard as appropriate for the type of sealant. Fluid-ap�,lied membranes usL-ed as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface OF the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w 04 U w 0 yF K V A F A ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. NOV 0 9 2021 iAEL C. ANDERSON AR NO 17305 PRINT 211 103 DATE: / / SCALE: 1/4"=1' — 0" SHEET L D I _J FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. PRE-ENG WD. TRUSS-------- 24' O.C. MAX.M A _PER LEVATION 24 O.C. MAX. _PER LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION _+ 2x FASCIA PER REFER TO ENERGY ^ . REFER TO ENERGY ELEVATIONS GALLS FOR VALUES 2x FASCIA PER CALLS FOR VALUES -o„ VENTED o.N. 5/S' GYPSUM BOARD ELEVATIONS o.H. •' . 5/8 GYPSUM BOARD SOFFIT TYP, OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD =4 REFERENCE I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL -4.1 INSUL. z � i • lit 0 N z 01 o a > WINDOW ATTACHMENT ul AS PER -. MANUFACTURES ;:`. Lu SPECIFICATIONS L� REFERENCE 14 STRUCTURAL 3/4' T E G SUBFLOOR <' GLUED AND NAILED z 3/4' T t G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT GLUED AND NAILED 1/2' THICK, 2 COAT • o SCHEDULE PORTLAND CEMENT w Q > AS PER NAILING SCHEDULE PORTLAND CEMENT a PLASTER APPLIED PLASTER APPLIED Q DIRECTLY TO m DIRECTLY TO w MASONRY m MASONRY PER W gkPER IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL S.. PER PER LEVATION LEVATION 5/6' GYPSUM BOARD a 5/8' GYPSUM BOARD OR 1/2' HfGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD PER OlLZIE LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP z 0 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS w 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 'AQ d LICaREp a. .. ae d a a H W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK Reviewed for Code Cmmni?nce Reviewed for Code Lim CnmPLance e SGhngineering noes Ix2 P.T. FURRING STRIPS® 24' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE SCALE: 3/4'=1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 9 W w w 0 F a 114 a F a ti IM UBDIV. & LOT:CREEKSIDE PHASE 2 LOT #60 ROJECT# 4321.200 060R1 ODEL:4EHB2605— HAYDEN' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C NOV 0 9 2021 I�ii 0HAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'— 0" SHEET D2 lx4 P.T. OR 5/4'X4' MIN, SECURE T13RU 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 8' OF EACH END 4 10' O.C. MAX SPACING TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4'Mir-L EMBEDMENT W/ 2' X 2' X I/S' WASHER 4 NUT OR W/ (2) 1/2' X 6' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT-7 '5 0 17 TO BLK W/ e ® 1/4' TAPCONS 1 1 1/2, EMBED., 8' O.C., 4END DIST., 1 1/2' EDGE DIST. p SIDES: 1e 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN, EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT_ (1) WITHIN S' OF TOP, (1) WITHIN a' OF THE BTM, O (3) EVENLY SPACED. 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 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" x WINDOW TO BLOCK +3 4" OR +5 4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2X6: CM SECURE TO BLOCK WK2) 3/I6' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. UJ a' CMU 1/2' DRYWALL 1'X4' ❑ P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO .PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" ('--,WINDOW 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 1/4') WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: IM 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_ 2XS: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. c-Ya01! 1/2' DRYWALL I'X4' P.T. NAILER n 1/16' 0.5B. X 4' MIN. POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +1 15/16" C WINWOTO BLOC+i/1516_ 2X4: CM SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT' 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE' .145 MIN. HEAD SIZE -1300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: E5:R--i SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE a SECURED THROUGH NON-STRUCTURAL 3/16'' TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU o 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. 2X8: CEMI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. a' CMU FT 1/2'DRYWALL rX4' 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" E 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK WK2) 346' TAPCONS (MIN. SHANK SIZE A45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. LA a' CMU 1/2' DRYWALL I'X4` ❑ P.T. NAILER r1 r DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d 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 1/49 DOOR JAMB TO BLOCK +3" F ,IRT.OrK:r 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 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: c2i7 SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOORJAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: CE SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN a' OF EACH END 4 la' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4, EMBEDMENT INTO BLOCK. 1 M 8' CMU 1/2' DRYWALL I'X4° a P.T. NAILER r� It P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" NOTES: I. PER CODE AND MANUFACTURER'S REQUIEREMENT 2X BUCKING FOR THE FRONT IN SWING DOORSt INSIDE FACE IF 2X BUCKING SHALL BE INSTALLED FLUSH WITH INSIDE FACE OF DRYWALL. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION AND BUCK REQUIREMENTS. BUCK DETAILS SHOWN HERE ARE OPTIONS TO ACHIEVE MANUFACTURER'S R.O. REQUIREMENTS. FASTENING OF WINDOWS AND DOORS WHERE IX BUCK IS INSTALLED REQUIRES THE FRAME TO BE FASTENED DIRECTLY INTO MASONRY. CMU DRYWALL ... .IX FURRING `RIP 2XIO TO DOOR 8-T/8'W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RUIREMENTS M Reviewed for Coda Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W h a F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- NOV 0 9 2021 WCHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1 /4"=1' - 0" SHEET D 3 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W �o E V Q F A [: ti SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 r r AAN ` DATE: 11 03 21 SCALE: 1/4"=1'-011 SHEET WAI DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *12 (FORTIF15ER ...... — — 5UILDING PAPER) METAL LATH X—x--x—x STUCCO I �*, . l.000D OR 1/16" ZIP WALL SHEATHING 5ELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 8E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP d SIDES 1/16' ZIP SHEATHING SYSTEM SELF (INSTALLED PER MANUF. SPECS.) OR FLASHING WOOD SHEATHING UNIT fPREMANUF. WRB LAYER 01, STUCCO WRAP DRYER WRB LAYER 02, FORTIF15ER VENT CAP (SET IN BUILDING PAPER CONT. SEALANT) `' METAL LATH WOOD s, " -1/8' TEXTURED CONSTRUCTION __.�/�FINISH ® WOOD SEALANT-® FASTEN TO WOOD STRUCTURAL TOP � SIDES S' GMU 4 MEMBER o T O.G. MAX Yea 70 MID -WALL DRYER VENT (BLOCK) ;: * `=` WEPP SCREED = _1q C,y L'. 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE— FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' VENT I-----7 k-,, F_ _- / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LC ," raz` A -at l v I= La i= l V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 0 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 i �_!nr- nt n_ri irrn -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES LECTRICAL COND PENETRATION 1� r 1 � „ I ,��.�;0 SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT IT CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 11, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH i NO MEMBR ENTERS E APPLY TO F EI APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 5T E P *13 . O • O . O . O O • O. O. O G . O O . O• c •o o. o. . O iqo. O . O. .O • O 01 .o •o O . O. O. O O . O . O . O . O STEP #5 O E L] 0 MASONRY 78 HORIZONTAL WEEP SCREED (FRAME TO BLOCK - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP CTRICAL REC 0 5TEF Reviewed for Cade Compliance. Universal Engineering Sciences WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER 5TEF # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH eTP #(o TAC LE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W ti 0. w a F A SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL, 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 r � `jam i 11 03 21 DATE: / / I SCALE: 1/4„=1'-01, SHEET WA2 11MININEW-10k IUD) �IETAL LATH 5TUCCO WOOD OR 1/1(0" Z1f= WALL 5HEr4THING 5ELF-r4DHE51VE FL,45HING 2 1/2" x x--x--x 0 CORNER BEAD (FASTENER 4 SPACING e 7" O.C.) GMU 1/2" THICiG, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Reviewed for Code Compliance ca Universal Enpineerinp Sciences 2194 H WY A1A, SUITE: 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359:1 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LdOT: CREEKSIDE PHASE 2 LOT #60 M, !I A11 1. ]IO MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXI C NOV 0 9 2021 MICHAEL C. *, # PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'-0" SHEET \ 2x( SUB -BANG W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH 'W WOOD 1/2' TEXTURED FINISH Q CMU 1� I1 I� I� I � METAL FASCIA WRAP ys' FROM STUCCO, 1" FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� \\� NOTE NOTCH FOR 2X6 SUB BAND ONLY N, ELEVATION METAL FASCIA WRAP 2X6 SU5 BAND - )t —ROOF KICK OUT REMOVED FOR CLARITY -� -ROOF DECK (BEYOND) \\` DRIP EDGE, 1" OFF WALL �CNOT INTO STUCCO) 11/8'" TEXTURED FINISH 1W /WOOD, 1/2" TEXTURED FINISH 6 CMU i 2x6 SUB -BAND W/1"x4" NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH A WOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIP15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT -a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 211x4"x4' - O' SCABBED TO TRUSS W/126 NAILS (o'—S" O.C. MAX. 2x SUB -BAND W/12"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C@ WALL SUB BAND DETAIL @) WALL WZKIC K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. /V4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY Reviewed for Cod# Compliance Universalineering sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2Ux4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w w 0 F U A F A svHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MO DEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 11305 r """ i DATE: 11 03 21 SCALE: 1/4"=1'-0" A 0 in 11 a 39'-8" 1'-10"v 10'-01, T 27'_10" �-FNI-12X18 _ 00 00 NI w u- 4"CONC. IN 00 w SLAB u-1 a Iu I (V I — FM-16x18 — 1 4 I 18'4" 5'-8" I OD tV 0�I `O TOP OF m `- 5 SLAB u- o w J � I N W (j 00 W r 20'-5" 7-5" LL(a) 9 —L CW-12x12 1'1 I C Ft 1 F-2 x24 0 1.1 11 0 110 M 1.1 LL CWC-12x12 — — o WIIZ — — — — — e o QItU) U. O it I Lo UP TO 2ND FLOOR 4" VC N 11 w I (FIELD VERIFY CHASE w 8 EXACT LOCATION) ii 5 9,_3„ I 9, 0, 2'-8" 9, 4„ 1 NI N #3 TRANSFER STEEL cp Co U 1 0 @ 24" O.C. MAX UI J U) co 2 N I 1 NOIL 1.1 0 0'-0" FIN. ELEV. ,- FIN. CONC. SLAB I c� 100 11 I I 2LL 1u- - FM-16x18 FMC- I 16x18 4 4 2'-10" v 2'-10" co N uj aLL 4" CONC. L— — — FM-16x18 — 0 a 1 SLAB w — L — — _ — FM-12x18 N 4" 10'-O" 4" 54" 4" 20'-4" /I[Il- /I 18'-01, 2 V-8 FOUNDATION PLAN SCALE: 1/4" = V-0" 3 T-6" 0101, TOP OF SLAB 00 N N 9 00 0 v 0 N 00 0 1.0 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED 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. 11.01NDICATES #5 BAR, DINDICATES #6 BAR,ONDICATES #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 a OF SLAB SUPPORTED S-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 GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING DULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS B SCHE FOUNDATION, 0,LLEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's _ FM-16x18 16" CONTINUOUS 18" - (2) #5's - (+)0"-0" FM-20x18 20" CONTINUOUS 18" - (2) #5's +)0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's - VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's - CWC-12x12 12" SEE PLAN 12" - (2) #5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's _ (+)0"-0" TE-1 8" SEE PLAN 8" (1) #5's _ -)0"-4" NOTE: WELDED WIRE MESH & VERTICAL REBAR NOT SHOWN FOR CLARITY #3 TRANSFER STEEL @ 24" O.C. MAX ON 1 1/2" CHAIRS @ FOUNDATION SLAB & WIRE TIED TO CONTINUOUS FOOTER STEEL +- U.-U.. TOP OF SLAB SUPPORT #3 W/1 1/2" CHAIRS TRANSFER STEEL INSTALLATION I SCALE:3/4"=1'-0" Reviewed for Corte UniverO En nce Sciences eenng SECURE STRAP TO A/C WB CONC. W/ UNIT ROLL STRAP (2)-3/16'X2' (SIMPSON OR #=G2UAL g TAP -CONS EACH CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS Ul/ (2) MBxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Cam. W U W 0 F U W A h Q ti ti SvsDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #60 PRO JEC T�j: 04321.200 060R1 MODEL: 4EHB "2605— HAYDEN" GARAGE S WING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHTECT- STATE OF FLOPoDA Nov 0 9'2021 WCHAEL C. ANDERSON AR NO 17305mo PRINT 2103 DATE: 11 / / SCALE:1/4 21-V-0 SHEET sl 30" MIN. EACH WAY i MONOLITHIC FOOTING z — STEEL REINFORCING IN GROUTED _ CELL STEEL REINFORCING FOR S ZE AOUTED CELL SEE PLAN FOR SIZE AND ° . v SPACING REQUIREMENTS o a I SPACING REQUIREMENTS asI�' y v GARAGE DOOR m w J w l v °I ` P�. o. (� RECESS U I ° ID7 v FM m� O 8" CMU WALL m 8" CMU WALL 1 r - CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH N +-0'-0" WAY AT ALL CHANGES IN DIRECTIONS SLAB— TOP OF SLAB— I -° SO THAT THE STEEL REINF. IS CONTINUOUS 4" °. a MATCH AMOUNT OF CONTINUOUS BARS %mo% ° c -CURB FOR d v o f a' I I MASONRY VARIES SEE SLAB SCHEDULE a ° -)--#— lu. EXT. PORCH SLAB ° d a 4" CHAMFER (I -STORY) W! 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) z ° SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ° SEE SLAB SCHEDULE TOP OF GARAGE °"PW1WHEN + CONTINUOUS STEEL MONOLITHIC UNITS SET ° 4" CHAMFER (I -STORY) FOOTING REINFORCEMENT SEE SCHEDULE 7c OATOELEV: EXT. PORCH SLAB o" W/ 112" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE a e APPLICABLE) SEE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST g AND BAR QUANTITY N � NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO-FOOSCALETING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 10 SCALE:3l4"=,'-0" :3/4"=r-o" @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-0" 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ WALL W/ SYP No 2 STUDS SEE w I PLANS FOR SPACING. SINGLE w NEW REINF. BAR BTM. PLATE TO BE PT. 1/2u, j m SECURED W/ 2- PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED EPDXY. MIN. EMBED a Q. I SLAB W/10d MASONRY GALVANIZED PIPE J ¢ 8", UNO NAIL 12" O/C STAGGERED. W/FLANGE @ BASE i FOLLOW ALL MANF. ADDITIONAL METAL w < SPECIFICATIONS FOR CONNECTORS NOT � m USEAND ( REQUIRED WHEN NO q O PREPARATION OF W. UPLIFT IS PRESENT. h LU 4" 4" HOLE. SECURE FLANGE TO Ir SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 2 114" TAPCONS p 0, 4rTOP OF SLAB ° ° 4" CHAMFER (1-STORY) d' d d 6" CHAMFER (2-STORY) a ° .a d . ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB 8 FOUNDATION WOOD WALL 5 SCALE: 3/4"=1'-0" c V SCALE: 3/4"=1'-0" SCALE 3/4"=1'-0" (NO UPLIFT) 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED Reviewed for Code PLANS FOR SPACING. SINGLE Z CELL SEE PLAN FOR SIZE AND IL I A Compliance BTM. PLATE TO BE PT. SECURE BT. PLATE TO 3 a SPACING REQUIREMENTS Universal Engineering 9 PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL o Sciences 12" O/C STAGGERED. v m w ADDITIONAL METAL m U CONNECTORS NOT N REQUIRED WHEN NO O o z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.)0'-0", M 8" CMU FILLED CELL (TYP.) • o'; ° " ° TOP OF SLAB ° ' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING 1/2" DIA SIMPSON STB2 BOLTS 5" ° ° .. °! ° ° ° SEE SLAB SCHEDULE '.a" d , ° 4 ° p d O TOP OF SLAB MINIMUM EMBEDMENT INTO EXT. PORCH SLAB , ° a 4" CHAMFER (1-STORY) GROUTED CELL, 4" FROM ENDS AND ° ° 6" CHAMFER (2 STORY) W/ 1/2" ISOLATION � 16" O.C. VERTICALLY MAX JOINT (WHERE APPLICABLE) z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE FORSEE SCHEDULE WxD, BAR SIZE THRU FOOTING ° dLu d n '° d vs— d ° A. a 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO NDBAOR R,BARTITY PVC CHASE PER SCHEDULE 9 AND BAR QUANTITY SCALE:3/4"=1'-0" (NO UPLIFT) 1 BLOCK WALL CONNECTION `� THRU FOOTING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngrou p.com AA #: 0003325 F W C3 U W F 4 U co N A F A ti SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 IAEL C. ANDERSON AR NO 173015 PRINT 11 03 21 DATE: / / SCALE: 1/4 $1 =1'- 0" SHEET S1. 1A 24'-4" 12'-0" 6'-0" 2'-4" Ell iEl 11711 1E11 01 10 IE11 1E11 IEII 28'_2„ 29-_4„ 36'-2" 37'-6" c O LO r 7 N N Oo N -_` • Do O O M co 00 in N p N o0 17'-4" 13'-3" N e 10'-0" FEV 0 OEM 2'-6" 19'-2� 11 $ 12'-4" Reviewed for Code Compliance universal Engineering Sciences FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 :3591 www.abdesigngroup.com AA #: 0003325 SU]BDIV. &; LOT: CREEKSIDE PHASE 2 LOT #60 PRQIa T# 04021.200 060R1 MODEL: 4EHI3 "2605— HA`(DEN" GARArENG* PA 160 ARCHI'fEC:T Nov 9 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DXrE: 11/03/21 SCALE: 1/4"=1'-0" 1 SHEET C.J�o2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM F di d, 04 d r a d A a 4 -L I °e d,. �4 1. a a d.e HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" w NEW REINF. BAR o SECURED W/ 2- PART a h I EPDXY. MIN. EMBED 6", UNO d FOLLOW ALL MANF. x 3 SPECIFICATIONS FOR USEAND I w PREPARATION OF HOLE. ,4. r n 4 A, .. 4 f (pO A. QQyQ_ Q O �1 p ° Ad d A d ° ! A, d STEEL REINF. OF BOND. BEAM Pol 101 s i I LTA 1 EXT. PORCH SLAB- W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) z g 6" PVC CHASE/N THRU FOOTING REINFORCING SCALE: 3/4"=1'-0" A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" +- TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" 5" #5 BARS REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS NG SCALE: Reviewed for Code Lu Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3599. www.abdesigngroup.com AA #: 0003325 SUBDIV & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 0432t, 200 060R1 MODE ^L g� `1�EHB "2605— HAYDEN" GARAGE SWING: FIGHT PAGE: DFJTAILS 160 MPH EXP. C AR10WECT: STATE OF FLORIDA v NOV 0 9 2021 MICHAEL. C, ANDERSON AR NO 17305 "`y" 1 DATE: 11 03 21 1 SCALE: 1/4"=1'-0" I SHEEv..0 SL 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) 1 Od 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" ° 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. HEADER SCHEDULE MARK DESSIZE & CRIPTION REMARK (2) 2X8 BEAM SCHEDULE RRRZM 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 REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3060 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — I N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES c LC 1 ♦ 8F16/1 T/1 M/0B LI 8F16/1T/0M/0B 8F16/1T/0M/0B 1 1 I /UM/0B 1 IINIQFI1 l VP rNP Vc 0L 0 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 F U w 4 F A S VHDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 FP ROJECT# 04321.200 060R1 IaODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT- NOV 0 9 2021 MICHAEL C.'ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'-0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RE BAR 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 1, S #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK SCALE: 3/4"=V-0" SINGLE BOND BEAM AT LOWER ELEVATION /—#5 BAR BENT / AS SHOWN CORNER BARS 3 AT CORNER STEP t�v �O NOMINAL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED 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 HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE PQpE��o NOMINAL—�v16-1 T/1 M/OB s HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM /,n #5'S, BOTTOM AND XFXX - 1T/OM/06 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/OB 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 TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 DEL. BOND — BEAM W/ (1) #5 BAR EACH COURSE 8x8 BOND BEAM W/ (1) #5 BAR BOND BEAM TYP.8"x16" BOND BEAM GROUT SOLID FROM ,STOP t LINTEL TO TOP OF BOND a OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" .. BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER ;'.. TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT d" SINGLE #5 CORNER 1 BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=T-0" 2X4 SOLID BLOCKING -- SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END OSB SHEATHING WALL ARCHWAY FRAMING DETAIL SCALL: 3/4"=1'-0" WOOD SECTION FASTENER SPACING de =2" MIN, 2 4" MAX sa = 2 j" MIN, 9" MAX Sr =1 ?'MIN, 2 J" MAX ed = J" MIN, 2 �' MAX de =2" MIN, 2 4" MAX sa = 2 4" MIN, 9" MAX �) sr =1 z" MIN, 2 2" MAX* ed = 4" MIN, 2 Z" MAX de =2" MIN, 2 a" MAX sa = 2 T" MIN, 9" MAX M2d Sr =1 Z" MIN, 2 Z" MAX* ed =Jq" MIN, 2 z" MAX *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 y" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE 'i"2' 2 v ew1 jr e r� ?ri a i yicmails� DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W rn V W O E ri V A F A ti SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 06OR1 MODEL: 4EHB "2605—HAYDEN" I160 AGE SWING: RIGHT E: DETAILS MPH EXP. C ARCHITECT- STATE OF FLORIDA Nov 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / SCALE: 1/4"=1'-0" SHEET S2.IA ___ ---- "LOTT'S CONCRETE" / "CA T- R T " / " LITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FT SAFE LATERAL LOADS FOR P SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD OAD SAFE LOAD - POUNDS PER LINEAR FOOT ---- Y TYPE. LENGTH -- � 8U8 16-1T/OB /20-1T/OB 4-lT/OB 8-1T/OB 2-1T/OB818-11T TYPE LENGTH 8/8 PLAIN 8/8 SOLID �TYP�E8/8-OB LENGTH 8✓16-1T 8/20-1T 8/24-1T 8128-1T 8/32-1T 8/8-1B 8/16-1T/1B /20-1T/1B 4-1T/1B /28-1T/1B 2-1T/1B 8/8.21' 8/16-2T 8/20-2T 8/24-2T 8128-2T 8/32-2T _"— 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7631 T-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 700 2305 3125 3%5 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 W60 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6762 6541 7565 1207 2707 3375 4043 4711 5379 51-4" PRECAST 931 1247 1999 2560 3123 3686 4249 51-4" PRECAST 411 411 V-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 3470 5'-10" PRECAST 340 339 5'-1®" PRECAST 901) 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 322_7 3031 3707 4383 5061 6°-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 _ 3227 4598 7054 10000 $825 83,15 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 777 1624 2025 2426 2827 3228 91-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 91-4" PRECAST 451 586 767 1 948 1129 1 1310 639 1674 2298 3081 4099 4899 57.2 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10°-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 8" 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11 °-4" PRECAST 330 5" 1312 1742 2262 2868 36M 1 V-4" PRECAST 132 417 1 V-4" PRECAST 430 406 530 653 777 872 644 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12°-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 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 646 414 1045 1365 1732 2316 2605 396 780 1 1057 1 1312 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 1606 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 1 980 1237 1 1474 1715 _ 16-4" 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 1 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 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�'�— -Q" 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 1 659 779 900 " � 24 -0 PRESTRESSED N.R. NR NR NR NR NR NR ' " 24 -0 PRESTRESSED N.R. 91 � n 24 -0PRESTRESSED 124E 174 245 302 360 418 12s 45o s54 a24 1014 1147 124 319 455 581 s87 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S 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 HWVY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup..com AA #: 0003325 SUBI)IV. ]LOOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4-EHB "2605-HAYDEN" L GE SWING: RIGHT :FE LOAD ABLES 4PH EXP. C ARCHITECT; STATE OF FLORIDA LA NW 0 0 2021 EL C. ANDERSONR NO 17305 (;MAITNET 11/03/21 1 SCALE: 1/4" V-0" 1 SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED 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 U-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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 %"x5 Y") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r---------I FIRE DRAFT STOP L-------._J 3/4" SUB FLOOR - 2X4 NAILER � �SFORTO DRAFT PRE-ENG. STOP FLR. TRUSS 1 ELEV. VIEW 'll PRE-ENG. FLR. JOISTS 3/4" PLYWOOD ;1 DRAFT STOP ,I II PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS J J rM WERE PA II II II II II II II it II II II II II II u u u u n n u 11 11 11 11 11 1111 11 114 II II II II II II BM1 TO CMU WALL W/ 3.1B 11 u II n u ll u n 2x4 WOOD U SIMPSON LTITEN SDS C O S x 4" II / 1 II II I II SYP. L W1 II TITEN HD ANCHORS AND (Ilo) WALL W/ (4) Y" x 2)? SDS SCREWS TO BM 1 II \ J IL / n u u n STUDS @ 11 '41II (I II II BM1 II I 1 II D.C. II J4 = III I 3 9A t.16 8.1 III II I I� 4 u I� PRE-FAB TED FLOOR JOISTS @ 24" O.C. — II Ir 3� C CJ1E — Gal I�I�I�I�I�i 3 9B II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II 11 11 n n II n u n 1011 IL J2 III II II J9 II II II II 2x4 WOOD WALL WI II II II I I I II II 11 SYP. NO.2 STUDS 11 II 11 II II II II II II @ 12' O.C. I II II II II II II II II II 11 11 n n LE n u u 11 �_ II 2iiWOOD II II J6 1 WALL W/ DBL. II I I 4 II STUD UNDER II II EACH JOIST n 11LII / DBL STUD �N' II I�I II II �� n II I I 1 I II rl II WALL W/ DBL. I)Z IDRAF li TOPPIING II II STUD UNDER 11 ALONG THIS TRUSS AS TO 11 II E II H JOIST ILIMIT AREA I 000 S.F. PER FBCR 302.12 II u u n n n ll II II II J7 II II II II fl II II II II II I�` � II II II II II II II II I� o) li II II II II II II II 11� � II II II II II 11 II II II II II II li II II II LLLL 114-1-1 -----------------7- FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST E /'�4� 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 h W U W 0 yF K 1; to A F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 06OR1 MODEL: 4EHB 2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ,11 PRINT 11 03 Li / / SCALE: 1/4r'=1'-0" SHEET S ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING (1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 Z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE O SIMPSON HETA16 # 1100 UPLIFT 1Od T ON 1 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" (12) 16d x 1 2" NAILS TO TRUSS SHEATHING (9) 1 Od x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3° CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE (1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 �' 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 W/10 10d TO WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA - ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3) 16d T' X 2 z" TO GIRDER GALV, COMMON NAILS, ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED Wf 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) 2" x 5" TITEN HD TO CMU AND (18) SDS J" x GALV. COMMON NAILS n , 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) SDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BONEAM D SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS g E SCHEDULE \� ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE 4 — 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 UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIND REPAIR OF MULTIPLE SSSIYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR G—IRDER—NNICTORIS CO) SG 3/4"=1'-0" 2a Zb 2C TYPICAL ROOF SCALE 3/4"=1'-0" SCALE: 3/4"=1'-0" GIRDER CONNECTORS) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE / LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 PER ELEVATION (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4-4- O.C. (AT SHEATHING 6'-0" MAX (W/tX4) 0'-0" TO30'-0" (1) "X" BRACE SEAMS) OR 10'-0" MAX (W/2x4) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE LVL/I-JOIST WITH (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" PER ELEV TION = FROM CENTER TO END. lx4 DIAGONAL WASHER SET IN HIGH - BTM. CHORD 2x WOOD FASCIA, STRENGTH EPDXY 6" PRE ENG 1 JOIST MIN. EMBED. AT 2" SECURE I -JOIST TO TOP PLATE BRACING SEE SEE ARCHITECTURAL 3 OC w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION MAX' STRENGTH CLG. BOARD m w q � � y SECURE GABLE TO 2x8 DOUBLE TOP PLATE MAY NOT BE PRE-ENG GABLE TRUSS / / P.T. PLATE WI 12d's 8" N REQUIRED STIFFBACK (AS PER O.C. MAX a ~ a ~ 2x4 OR 2x6 WOOD BEARING FTRUSS ENG) CONT. 2X4 SECURED W/ WALL W/ SYP No 2 STUDS SEE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF (2) 10d's @ EACH TRUSS PLANS FOR SPACING. SINGLE MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO BE INSTALLED @ 1 BTM. PLATE TO BE PT. PROVIDE BLOCKING TO SLAB & (18) 16d x a 10'-0" O.C. MAX. 2-1/2" NAILS TO POST., PROVIDE DBL. TOP PLATE 1/2" GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB a SERES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER SERIES BACKER BLOCK - THIMESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER SUBJECT TO F1 AND F2 FORCES. /' WOOD LEDGER ALTERNATE MATEF�IALS STUD NOTCHINGC8 9 ATTACHMENT DETAIL I —JOIST WOOD LEDGEF DETAIL 1 SCALE: 3/4"=1'-0" ' AND BORING LIMITS SCALE:3/4"=1'-0 10 SCALE:3/4"=1'-0' / SCALE: 1 1/2"=1'-0" SEE SCHEDULE FOR ZZ-2— /SECURE BT. PLATE TO ----- BOND BEAM REQ. SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. a a lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER ADDITIONAL METAL ° a,. MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF CONNECTORS NOT 4® 4. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN REQUIRED WHEN NO a ' n COMMON NAILS AT EACH CHORD UPLIFT IS PRESENT. INTERSECTION TYP. NO a ' LVLAAlOOD POST CONNECTIONS BTM. CHORD BRACING BLOCK WALL W/ GABLE END `, SCALE: 3/4"=1'-0" V SCALE: 3/4"=1'-0" SCALE: 3/4"=T-0" Q . PRE—ENG D TRUSS a. 4 I -JOIST CONNECTION L.B.W. 8" END 24" 24" MAX. w/ I -JOIST SPACING Reviewed for COd9 SCALE: 3/4"=1'-0" MAX. (NO UPLIFT) 6" w/I-JOIST TRUSS BRG. OR BTM. Urwv wwd E 4rmerirlly' END OF S EAT ING TYP. TYP. rP. 91 PACING SEE FRAMING PLAN END OF Sciences MAX MAX MAX LEDGER BD, e e FROM 2X 12 NOTCH DEPTH I/4*D BOLT/J-BOLT W/(2" LEDGER BOARD w EDGE LEDGER BOARD TO BOLTJBOLTW/2" THE USE OF ALTERNATE MATERIALS MAY BE O WASHER &5V2" WITH WOIST BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST MIN. EMBED.(TYP) USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" MIN. EMBED. (TYP) BOLTS/J-BOLTS ARE PLACED AROUNINTO D BOLT.UTED ELLS 8 ALL FOLLOWING HOLE DIAMETER AROUND BOLT. FRONT < 2/5*D SGL, STUD 2. SPLICE OF FRONT AND REAR LEDGER OUTER 1/3 OF LEDGER SHOULD LAP AMIN OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS 00 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. 4. EXP. BOLTS/J-BOLTS SHOULD 2) 2x12 EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 NOT BE ANY CLOSER THAN 6" SYP PT 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. z O/C. z EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 tO — ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 5. ONLY LEDGER IN DIRECT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. (2) 2X8 CONTACT (REAR LEDGER) WITH REAR EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.T. LEDGER A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 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) 10dxl-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" 0/C MAX. B DOUBLE! 2x12 (21 3/4" 8" MAX. 24" O/C MAX. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 32.1-802-3591 www.abdesigngroup.com AA #: 0003325 [272605— Div TOT: ZEEKSIDE HASE 2 OT #60 ECT# 1.200 060R1 ;L 4EHB HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I --JOIST) t60 14PH EXP. C ARCHITECT. - STATE OF FLORIDA WV 9 9 2021 MICHAEL C. ANDERSON AR NO 17305 r a AAA a / / DATA:: 11 03 21 SCALE: 1 /4"= V — 0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON III 411 EACH END OF "BUNDLE" OF STUDS = REFER TO NAILING SHEETEDULE ON PLYWOOD FLOOR SN1 FOR FASTENER SHEATHING REFER TO NAILING 1 TYPE AND SIZE 411 8" CMU WALL SCHEDULE ON SHEET - REINF PER PLAN SN1 FOR FASTENER 8" C M U WALL DBL. 2X8 SYP #2 LEDGER. TYPE AND SIZE REINF PER PLAN SEE BOLT SCHEDULE, PER ELEVATION I� 3/4" 10/S3.1A. 3/4" PER ELEVATION o $ z v SCREW PATTERN � 3 �' SCREW PATTERN Wp= o VU I -JOIST (SEE z ••m�.'l u FRAMING PLAN) m�= N IIJ Z*LU W PER ELEVATION a dz PER ELEVATION (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE 24" MAX ]-JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. NAILER W/ @ 12" O.C. MASONRY NAILS SIMPSON SPH4/SPH6 BTM. @ 12" O.C. I -JOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 1/2"HDGNAILS SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL I -JOIST PARALLEL TO WALL TO EXTERIOR WALL TO EXTERIOR WALL 2 � SCALE:3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. AT FIRST TWO BAYS 4'-0"' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW MPRE-ENG OOF TRUSS — SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 8 2X4 DIAGONAL BTM. CHORD �"- —� �� PER ELEVATION Reviewed for Code BRACING. SEE PLAN FOR --- FOR STRAPPING Compliance Unive LOCATION VERIFY PRE-ENG ROOF TRUSSUniversal Sciences SECURE 2x6 PT. PLATE TO BLK .. W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ DIA. ANCHOR BOLT W/ 2" } ': A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH H `, U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION 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 o� PROVIDE BLOCKING 10. SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ SECURE PLATE TO SLAB ' 10d x 1 1/2" COMMON NAILS GE ANCHOR W/2" 1/SH WEDGE CONT. 2x4 SECURED W/ (2) 10d's @EACH FILL ALL HOLES, DO NOT USE 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10d x EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 1 OiJ 1 Oli OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL a< TRUSS TOPOST CONNECTION 8 SCALE: 3/4"=1'-0" Q . ''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. e. 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 gb SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,a00 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 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 F W V w 0 E V 4 E A h ti SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT: 04321.200 060R1 MODEL: 4EHB 1;2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4 SHEET S3.1 QpppQpppQ pppQppppQ VTCR SPACING (1) AT EACH END ppppppppp VTCR AND 6-0" O.C. MAX. p p u u u ppppppppp `� pQppQppp9 �� ppppplppl pppp9plpp 0 SIDE VIEW PRE-ENGINEERED VALLEI( TRUSS CONNECTION. SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U W 0 yh K C� W q h A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060RI MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4"=1'— 0" SHEET 0 o I C Y SCALE: 1/4" = T-0" 00 0 Reviewed for Code Compliance Universal Engineering Hd Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w U W F 0. V co W A Q F: ti SURDIVV. & LOT: CREEKSIDE PHASE 2 LOT #60 PRO JEC: T## 04321.200 060R1 MODEL,: 4EHB "2605--HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA NOV 0 9 2021 MICHAEL, C. ANDERSION AR INO 17305 PRINT 2103 DATE: 11 / / SCALE:: 1/4"-V-0" S HEE7C D.� -T- 37'-6" 33'-8" 27'-8" 23'-4" 16-4" 11--2" 6'_2" 2'-4" bo 0 in � E N 00 0) ❑ 04 4 M co 00 0 N in N N O [Ell IMF in 00 3'-4" Reviewed for Code 10' 4" Compliance Universal Engineering 14'-2" Sciences 2' 9" 1------------------------ J 5'-8" 9'-2" 13'-0" 16'-2" 20'-0 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 P V. 8G LOT:EKSIDEASE 2 T #60 T# 00 060R1EHB HAYDEN" GARAGE SWI:MG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 14PH EX:P. C `—�moo ARCHrrECT- STATE= OR FLORIDA NOV 0 0 2021 MICHAEL C. ANDERSON All NO 17305 PRINT 11/03/21 I DATE SCALE: 1/4t =-V-0" SHEET �� 4. 2 FRAMING NOTES: 1. U.N.O, ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1pd 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 Wl 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. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK Q (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 (psi) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 1361 MASONRY 3000 8x16 — (1) #5 (1) #5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — NIAI EE GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES C v 1 1 % 8F16-1T/0M/0B 8F16-1T/0M/0B 8OEM F16-1T/0M/0B ♦ 1 `% 1 z I 1 % 1 1 j 1 1 GT I , op 1 �, I 1 1 1 1 1 ,� I♦ U.N.O. PROVIDE BB2 WHERE 1 1 % ♦ ROOF TRUSSES BEAR, 1 TOP OF WALL EL 18'-8" 1 1 ♦s 1 1 1 ♦ ♦ 1 � ♦ 1 1 %% 1 ♦ 1 1 % 1 1 ♦ 1 1 e♦ % i 1 1 1 1 1 1 1 ♦ ♦ 1 1 � � 1 1 1 GT ♦ ♦ 1 1 j ♦ ♦ 1 a j I ♦ 1 ,% 140, 40, ♦ GT 1 1 ♦ ,% 1 i ♦ ♦ % 1 1 ® ,� �% 1 0 ♦1 8F16-1T/0M/0B ♦ -g r-------� i 1 2.1 1 ♦ 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B♦ ; � 1OEM 1. L— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" mollom Reviewed for Code IL III m Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W v N 0 F r7 4 F A ti SVHDIP. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C ARCHUECT STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 p 11 03 21: 1/4"=1'-0" S 5 "LOTTS_CONCRETE" / "CA T-CRT " / " _ LI " SAFE LAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR ij SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT _-� TYPE_ LENGTH _—_'�---_,� 8U8 818-OB /16-1T/OB 20-1T/OB 24.1T/OB 8-1T/OB 32-1T/OB TYPE LENGTH � 8/8 PLAIN 8/8 SOLID j �/PE LENGTH MAT 8/204T 8/24-1T 8/28-1T 8/324T 8/8-1B 16-1T/1B /20-1T/16 4-1T/1B 28-1T/1B 2-1T/1B 8/8-2T 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 f3060 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 4394 5263 6132 7001 4"-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 41-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-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 51-4" 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 3470 5°-10" PRECAST 340 339 5'-10" PRECAST 901) 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 8315 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 83l5 INS 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 71-6" PRECAST 303 534 7'-6" PRECAST 7114) 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 777 1624 2025 2426 2827 3228 9"-4" PRECAST — 428 633 2204 2481 2818 2621 9 " PRECAST 192 384 9 -4" PRECAST 4541 586 767 948 1129 1310 639 —1593 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST10'-6" 487 1247 1767 1904 2163 2028 PRECAST 151 301 10'-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 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'41 PRECAST 3811 366 476 587 698 783 507 1210 1696 2048 2586 3171 440 940 1300 1560 1314 1476 13"-4" PRECAST 270 433 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 1057 1312 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 1606 1950 23$9 37E3 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14''8" PRESTRESSED N.R. 283 14°-$°° PRESTRESSED 239 422 506 626 746 865 458 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 1672 17-4" PRESTRESSED N.R. NR NR Nit 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 " 19-4 PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 160 429 1 623 803 950 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 14'2 373 537 690 816 943 _ 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 221-0" PRESTRESSED 137 226 290 359 428 497 165_ 560 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSEC) N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S 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 RdVifted for Code Carnplianoe UriiVereel Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUB IV. 8e ]LOT: CREEKSIDE PHASE 2 LOT #60 PROJIMCT# 04321.200 060R1 MODEL: 4EHB "2605-HAYEIEN" GARAGE SWING: ]EIGHT PAGE:: SAFE LOAD TABLES 160 MPH EXP. C ARCHMECT: LNOV 0 0 2021 EL C. ANDERSON NO 17305 PRINT 11/03/21 DATEe: SCALE: 1/4""=1'-0'" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. 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 Y-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 I 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. G I RDE R/TRUSS W/2X6 BOTTOM CHORD END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d NHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION %n1 DISSIMILAR BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD DIAGONAL --/ BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHOR' TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING BRACING @ END GIRDER/TRUSS I I TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 1 1 TRUSS BOTTOM CHORE BRACING/BOTTOM W/MIN (4) 10d NAILS CHORD BRACING FOR EACH CHORD CONNECTION @ MID RUN CONNECTOR SCHEDULE CONTROL DATE: 01/21/2021 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 15-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d. x 1 1/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 1648 2430 (2) META-16 1985 (12) 10d x 11/2" 1-1`LV, EMBED 4" (10) 10d x 11/T' 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 1 1/2"; (8) 16d 2-PLY, EMBED 4" (9) 10d x 1 1/2" 1-PLY, (8) I6d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2035 (12) SOd x 11/2",1-PIY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) Ad 2-PLY, EMBED 4"' (12) I6d 2-PLY, EMBED 4" LUGT-2 1655 LGT-2 1985 BLK (5) 1/4"x 3 Wedge-Bolt+Anchors, WOOD (16) 10d (7) -1/4 x 2 1/4 TITEN WOOD (16) 16d LUGT-3 3380 LGT3-SDS2.5 3480 CONE (4) 3/8 X 5 Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4 x3 TO GIRDER (4) 3/8 x 5 TITEN HD TO WALL DHTA-20 2430 DEI'AL-20 2480 (16). SOd x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) -10d x 11/2 1 PLY ALTERNATE USE OF (2) HETA 20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1)5/8"AT, R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD) (1)5/8"A.T. R. I N HIGH STRENGTH EPDXY (MIN. 12 EMBED),(22) 10d TO WOOD HUGT2+ 9575 HGT-2+ A690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2)3/4"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) Tod TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R 12) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPEN DICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPEN DICULAR TO WALL (10)10dx 1112" (10)lOdx 1-1/2" MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY IMIN.12"EMBED),14)10d TOP/(6)10d FACE/(12) too BACK OFTRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (16) SDS 1/4"x3" HUGT 9575 (2)VGT 7185 (2) 5/8" A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12"EMBED),(8)Ind (2)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"x3" MTW 12 965 MTS-12 990 (14) 10d x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1355 HTS-16 1310 (16)10d X 11/2", (16) 10d (16)10d X 11/2" HTW 20 1355 HTS-20 1310 (24) 10d X 1112", (20) 10d (24) 10d X 1112" HTW 24 1355 HTS24 1310 (24) 10d X 11/2", (20) SOd (24) 10d x 11/2" LSTA 12 H 930 LSTA-12++ 925 11D) 10d (10) SOd LSTA 18 ++ 1235 LSTA-18++ 1235 (14) 10d (14) 10d MSTA-18++ 1310 MSTA48++ 1315 (14) 10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (181 Lod (18)10d MSTA-30 ++ 2065 MSTA-30++ 2050 (22)10d - (22)10d MSTA-36++ 2065 MSTA-36++ 2050 (26)lDd (26)10d KSTI236 2765 MSTI-36 3800 (36) SOdX 11/2" (36) 10dX 11/2" KTS1248 5105 MSTI-48 5070 (48) 10d X 1 1/2" (48) 10d X 11/2" LFTA6 980 H6 1055 (16)8d x 11/2",(16)8d) (8) 8d TO PLATES, (8) Ed TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN F1 @ 160% A34 430 (4) Sol x 11/2" TO BEAM, (4) 8d x 1 1/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) Bd x 11/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, 110) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1020 H l0A 1040 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) IOd X 1 1/2" MUGT15&PHD4A 4175 VGT&HDU4 4940 (28)10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/ 5/8" THREADED ROD H6)-SDS 1/4"x3"TO WOOD, (10)-SDS 1/4"x2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15&PH04A 4175 VGT&HD78 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/3" THREADED ROD (16)-SDS 1/4"x3"TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE., (12) Ad TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG, (12)16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE, (12)16d TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT19+++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN GONG, 1S1Od TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 11)3/4"A.T. R. I N HIGH STRENGTH EPDXY, (MI N. 7"EMBED) I N CONE,(IO)IOd x 1-1/2 TO WOOD (1)1/2"AT. R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONE., (10) 10d TO WOOD HTT45 4160 HTT4 4455 (1)5/8"A.T.R, I N HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONIC., (18) 16d X 21/2" (1) 5/8" A.T. R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED) I N CONC.,(26) 16d X 21/2" b Z HTT45 5005 HTT5 5090 (1)5/S" A.T. R. I N HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONE.,(26) 16d X 21/2" (1) 5/8" A.T. R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) I N CONG,(26) 16d X 21/2" G UPHD11+ 14395 HHDQII-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONE., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS A" x 2W WOOD SCREWS PHD5A 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TOX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3,56/11,25 3475 5330 (1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED I NSTALLED I N FACE. (14) SOd AT101ST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75"EMBEDMENT) I N C. M.U. FACE, (18) 10d TO BEAM NU54121F 3615 2710(100%) HU50412 (WOOD) 3435 2635(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO H EADER,(10) 16d TO WOOD 3325(125%) 3220(125%) HD41011 (CMU) 1110 3080 HOC410 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO W000. USP (20) 3/16"" TAPPER+, (10) lOd TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210.21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 `;CREWS, (10) 10d TO W000. USP (20) 3/16"" TAPPER+, (10) lOd TO WOOD (18) 1/4" x 2d/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 279S 5015 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" W53 SCREWS, (10) 1Dd TO WOOD. USP (20) 3/16"" TAPPER., (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: LGUM26-2 F 2125 6065 LGUM26-2-SD 1430 5595 LA) 3/8" X 4" Wedge,Bolt+Anchors, WOOD (4) W53 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD 1C 1C tiV� CA o CJ3 r` CJ5 OIL5 F O 09 m o of N O iL O Z Q 3 a Olm OIL 14 2 ' O u. 09 m o � aN1 V 0I U J Z Z U OIx Q Qm to IU CJ1 a a a a a a II II = II u u u u u g n u n u n n u n II _ _ I II II II I II II II II II II II II II I I I l I A51 I I I I I A31 PRE- ABRICATED ROOF TRUSISES @ 24" O.C. A2 _ _ _ _ _ (TYP) — — — _ RIDGE Al 22"X30" I I I ATTIC I I I I I ACCESSI A4 = AA5 — I I I I I ===4= x CJ5 =CJ3 II II II II III III III 0 0 ILL! w w 31 CJ1 L.__ _ _—_ _ _ _.—.____ _ _ _________ 91— _ si�v S2G �NOF yA �J5AER u u n u n = II II II it II II II II II II II II = ROOF FRAMING PLAN SCALE: 1/4" = V-0" I CJ5 I CJ1 1 1A 1C 1A l4eviewed for Code Compllanoe ER Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W W v W O F �0. U W A E A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT# 04321.200 060R1 MODEL: 4EHB f12605-HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4"=1'-0" SHEET S 6 GABLE -END 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 (76.60) 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 PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (401 TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 RSRS-03 SCREW SHANK 170,000 RING (16-20 RINGS PER INCH) $d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK RSRS-01 8d RING SHANK, 2 3/8" 0,113 PNEUMATIC RSRS-01 RSRS SCREW -NAILS EXTERIOR SHEATHING USE 1/2" COX 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPAOING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C, IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C, IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.G. BOTTOM EDGES anr.A11 n RAFTER OR TRUSS ROOF SHEATHING Z = z � Do BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) AD01 DROPPED TRUSS 2x4 #2 SYP OVTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C, FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO !RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C * #8 2" DECK SCREWS @ 6%8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VVITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAIL NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE VI 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 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO 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 A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL - CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent P TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non -concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER VVILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 16 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, A HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE:HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL AND DECKS:: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENNTSTS:: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE LAY - AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT 28 DAYS, UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENTS WILL GOVERN 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 WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. 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 GEC -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL 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. ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ReV for Corte BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY OR NON COMPLIANCE WITH THE ABOVE. Un1°l"neering smenciea REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2"FOR #6AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3A" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 8 0/C 1/4" DIA. TAPCON MASONRY e O/C 1 1/2" EMBED., 4" END DIST, MASONRY / CONC. NAIL 1 1/2" LONG. TO MASONRY/CONO NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. ODORS CASE HARDENED COIL 9" WINDOW/DOOR/ FASTENED GARAGE BUCK 3/8" DIA. OR " O/C (3/8" DIA) 1/2" DIA, EXPANSION BOLT 4" EMBED., END DIST., TO RED INTO MASONRY/GONG. TO MASONRY/GONG. 1x PT, SEE NOTE fi NAIL 1 V2" LONG. STAGGERED 2424" O/C (1/2" DIA) 3" EDGEE DIST. w/ WASHER CONTACT. THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3116-1 'TAPCON" 18" 0/C 1 1/2" EMBED, 8" END. BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2" EDGE DIST. 2x PT WINDOW BUCK 0.138' PAF x 21/8" 9" O/C 4" END. DIST, 1 112" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SURD & LOT: CREEKSIDE PHASE 2 LOT #60 PROJECT #� 04321.200 060R1 MODE] 4EHD "26051- HAYDEN" 45ARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C •WN NOV () 9 2021 MICHAEL C. ANDERSON AR NO 17305 ]PRINT 2103 DATE: 11 / 0 SCALE: 1/4"=1'-0" SHEET 111111111 r Product Approval Submittal Affidavit FL.#o Dade Dade FLORIDA PRODUCT APPROVAL REVISION REVISION EXPIRATION DATE Product Model If Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design g Pressure For anchoring through frame into wood framing or 2x buck use#10woodscrews with sufficient length to achivea 11/4" minimum embed. Into substrate. Locate FL16103.1 R15 9/30/2022 SH Window 1500 Ply Gem Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 11/4'' (+38) / (-481 (+55) / (-55) minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. Foranchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achivea 11/4'' minimum embed. Into substrate. Locate FL17499.2 R8 10/08/2023 SH Window (Alt) 185 SH MI Window and Doors Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 11/4'' (+38) / (-48) (+60) / (-60) minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use#SO wood screws with sufficient length to achivea 13/8" minimum embed. Locate anchors as shown FL16100.1 R9 11/30/2022 Vertical Mullion 1500 Ply Gem Non: Impact in installation details.For anchoring through frame into masonry/ concrete use 1/4'' ELCO ultracon. tapcons with sufficient length to achive a 11/4 minimum embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. (+38)/ (-48) (+50) / (-50) Foranchoring through frame into wood framing or 2x buck use#10 wood screws with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown FL15353.2 R5 12/31/2024 Vertical Mullion (Alt) 5764 MI Window and Doors Non Impact in installation details.For anchoring through frame into masonry / concrete use 1/4'' ELCO ultracon tapcons with sufficient length to achive a.11/4" minimum embed. w/ 1" min, edge distance. Locate anchors as shown in installation details. (+38)/ (-48) (+48.1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4' minimum embed. Into substrate. Locate FL16104.1 R7 4/30/2022 Fixed Window 1500 Ply Gem Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum embed. Into substrate W/ min 2112"edge distance. Locate. anchors as (+38) % (-48) (+55) / (-55) shown in Installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4' minimum embed. Into substrate. Locate FL15349.1 R15 4/3/2023 Fixed Window (Alt) 185 PW MI Window and Doors Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry/concrete use3/16" tapcons with sufficient length to achivea 11/4" minimum embed. Into substrate W/ min 2 112" edgedistance. Locateanchors as (+38)/(-48) (+60)/(-60) shown in installation details. Foranchoring through frame into wood framingor2x buck use810 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate FL14634.1 R5 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry ./ concrete use 3/16" tapcons with sufficient length. to achivea 11/4" (+33) / (-41) (+50) / (-50) minimum embed. Into substratew/ min 2 112" edgedistance. Locate anchors as shown in 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 FL15332.2 IRS12/31/2024 Sliding Glass Door (Alt) Series 420 Aluminum SGD MI Window and Doors Non Impact anchors as shown in elevations and installation details For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 114" (+33) / (-41) (+48.2) / (48.2) minimum embed. Into substrate w/ min 21/2" edgedistance. Locate anchors as shown in installation details. FL20461.17 R7 12/31/2022 Opaque single door with transom Smooth Star Therma-Tru NIA 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ Iamb, 4" each side of transom centerline to bucking. Fastenerspacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 11/4'' (+36) / (-47) (+47) / (-47) FL16107.3 R14 12/31/2023 Double Garage bode 16.2 x773 W6 Clopay N/A . . 3/8" x 2-3/4" Hilti sleeve anchors6" fromends 22'' O/C (+29j/(35) (+36)/(-42) fL16546.7 R14 12/31/2023 Double Garage. Door (Alt) 16.2x7 76 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve. anchors 6" from ends 22" O/C (+29) / (-35) (+36) / (-42) 3/8'' Simpson T@en heavy duty screw anchor with 1 1/8" OD washer into grout FL8248.11 R20 12/31/2023 Double Garage Door (Alt) 8024 Wayne Dalton N/A filled CMU with min, emben of 2 3/4",. min. edge distance of 4" and min. end distance of 4". Maxfastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29) / (-35) (+34.4j / (38.3) OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. FL14170.7 R15 12/31/2023 Double Garage Door (Alt) Series , 1 177, 180-186, 187 Overhead N/A 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb and bracket location.2 3/4" min edgedistance. (+29) / (35) (+34.4) / (38.3) FL15371.2 R3 7/21/2025 Double Garage Door (Alt) Hurricane Master Model 824/811 Steel Sectional DAB Doors Company, Inc. N/ A 3/8" Dia Power -Bolt by'DEWALT. 2" min embed tintoconcrete. 1-7/8 min edge distance. 3 /8" Dia HLC sleeve by'H ILTI'. 1-1/4" min emded into concrete orfilled block. 1-5/8''min. edge distance into concrete. 4" min edgedistance intofilled block. (+27)/(-30) (+36)/(-44) 3/8" Dia PowerBoltby'DEWALT. 2" min embed tinto concrete. 1-7/8 min edge FL16546.6 R14 12J31/2023 Double Garage Door (Alt) 06 W6-16 PAN-2F356 Clopay N/A distance. 3/8" Dia HLCsleeve by'H ILTI'. 1-1/4" min emded into concrete orfilled block. 1-5/8"min edge distance into concrete. 4" min edge distance intofilled (+27) / (30) (+36) / (-42) block. Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at. least 3/8" dia. FL30310.1 RI (R2 PENDING) 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A 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 N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but into shingle FL152161 R10 12/21/2023 Underlayment Intenvrap N/A Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12'' O.C. in the field. N/A N/A FL5259.1 R33 (R34 PENDING) 12/23/2023 Underlayment (Alt)lyglass qWeatherMaster USA N/A Self adhesive N/A N/A FL17322,1 R8 12/31/2024 Underlayment (Alt) s Roofing Corp N/A Self adhesive N/A (+0)/(-135) FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Corning N/A Selfadhesive Roviewed forTCodN/A N/A FL27076.16 R1 (R2 PENDING) 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Self adhesiveUniv®real EngiSoienceN/A N/A f13792.5 R15 8J36/2026 Off Ridge Vent 770D lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19667.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS Install N/A per manufacturers recommended requirements. N/A (+0) /(-70) FL15272.1 RS 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+75) J (-75) FL33919.1 RI 12/31/2024 Soffit (Alt) Variform Soffits Vinyl PlyGem Install N/A REQUIREMENTS. per manufacturers recommended requirements. SEE PAZ FOR CODE ON INSTALLATION (+3.1.61/ (-38.8) (+157) / (-46.1) FL16544.1 R6 7/30/2023. Soffit (Alt) Aluminum Soffit Alpha Alum Install N/A per manufacturers recommended requirements. (+31.6)/(-38.8) (+54.2)/(-54.2) fL37824.1 Rl 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+106.8)/(.-141.6) FL12194.2 R12 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils Install N/A per manufacturers recommended requirements. (+31,6) / (-38.8) (+70) / (-73.3) FL16293.1 R3 12/31/2022 Hurricane Panels Less than 6' span 24 GAGE Hurricane Storm panel MFG. 1/4" N/A concrete headed x20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be screw or all thread but with wing nuts. N/A (+47) / (-53) FL16293.1 R3 Hurricane 12/31/2022 Panels 6' span or more Hurricane 24 GAGE Storm panel MFG. 1/4 N/A concrete headed x20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in / ma8 o snry; 2 1/2" min.. edge distance, 12'' o/c max.spacin . Can be screw oral) thread but withwing nuts. N/A (+45) / (-50) FL17147.1 R5 6/27/2022 Zip System Sheathing Wall Sheathing Huber N/A Install per. manufacturers recommended requirements. N/A N/A FL13192.2 R6 12J31/2023 Lap Siding. (Alt) Cemplank lames Hardie Building Products N/A Install per manufacturers recommended requirements. CONTROL PATE 02/09/02 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N O W H 0 a" o a O A U h q � N " SLTHDIV. & LrOT: EXPRESS MASTER PA PROJECT* MODEL, EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA L_ FEB 1 1 2022 MICHAEL C. ANDERSON L AR NO 17305 DAB 02/09/02 SCALE: 1/4"=1'-0" W ' _ I 3 23/32'-" iI/3r" 1/8' U 6/8" 1 f% I 1 b"ALUMINUM SOFFIT- SOLID AND VENTED' F-----3./`" $1V5Ni'BALitMNYU14I.CPPTHICIS VENTED VERSION VENTED AREA: 20 251ARLMIEAR FOOT Rivsrti>s REV DESCSWON qA� A°PR�7 Q RLVSLO NOILS S rk G FJyL1 fY_IAI_ {: I,yfi f/2C11 1.L. NO -ES 1. HE PRC, .UCI. SHOWN, I-EHEIN .IS L'-SIGNED AId9) M�l'ty-Pr',:.IURtD C COMPLY W IH REOUIRLMEN IS C•F -1_ F_OR CA BUILDING' CODE. 2, MOOD FRAMING AND MASONRY 'UP--NING -0 BE 7ESIGNED AND AWHOREE• T4 PR•DPERLY RARSFFR: AI I. DADS O. S RUC URK H2AMING AN'' MASONRY OPINING IS IHF RCSr'DNS E LITY Or T ` ARCI IIT_C- OR CNG NC:R or RECORD. 3 ALLOWABLE STRESS INCR=AS- OF 1/3. WAS. NCT uS-D IN. -HE CESICN OF THE: PRODUCT 5HC'MN FEREIN_ 'HIND _Oku DURATION . FAC-OR Cd. 1.6 WAS USED =OR WOCO ANC -OR CAI CUTAI G\S:'. 4. -PAME MA-CRIAL: COLD POLED F9R9 ALUMINUM 310E 1128, 5. FOR A.NCHORNG INTO WOOD FRAMING OR 2X BUCK USE 1 1/4" TRIM PAINT-D STAIN-ESS STEEL NAILS SMITH 1/4". HEAD DAME -TER, 3f�"X1/�CRJIYN OR :;,J9"?:3fE"" STAPLES. REFER -0 DETA -5 A, S. ', AND E `OR MINIVUTA EMBEDMENT AND $ ACING. 4 -OR ANCI IOR NG INTO MA34NRY/CCNCR-E A4rT C..T : TUCCv USE .05?"X5/6- T OR STUD NAIIS -OR ANCHCRNq INIO VASONRY/CONCR-IF WIIA idfiF .FAR?"X1-1,f?" I op. STIJR :%vAII S R--F--P. -0 OFTAI C =TJP 'MINIMIIPA FMBFn M=YT AND 4=.AGING. . ALL FA$TE\lR5 -0 DC CQ-FRQ51ON RESISTANT, 8. NSTAL-ATON ANCHORS SHALL 8- INS7A_LED IN ,SCCORDANC= WIT- ANCHOR MANU-ACI..R-R'S INS AI IA ION INS RUC It,NS AN,- • ANCHORS S-AI I N^j1 ;.. USFfi t - SIIRSTRATF- WTH STRFN6-T.-S 1-55 THAN T-F Mfv MUM S-RFNGTH SP=CIF=7 BF OW:. A _ _ A. W:iOD MIN MU A - M SPEC IC GR ,'I-Y C O D.42 S CONCRCf_ - VINIMUM .C'MPREGSIV_ $TRENGT OF 3.192 PSI. C, MASONW - S RENGTII oNrcpwmCC TO As-k C- C, GRADr N, -y 1 (CR GREATER). D9StWPRESSUA _FRATMIC kWACTRA77NC MIGNPRESS RFR�41.1NG AWPACTRA77fJG CT55fGFfPRFSSEIAE'RkTFNG 1PAPACTRIITAaK; t542PSF A'DNff #38.4PSF NONE t31.1ASF Ni>+IE ,f,4.1 AVBI n1A4{Y.�T :Y. 4MGT1fiYYJ a. { F CHANNEL. 34Q5�F14""B Al.UA4RJUitf .012'.Th'1CJC wncn lw Tnts.� to W vrt+'"w ntmv tmTAL4 E!]M'&I'PKM0No 31D5.il78ALIIA{IMd4i.L+1.T' THIGYC -RAMF RUI I]IN' SMOTHER THIS S NOT A. BRACE THIS E FART OF ROOF.TRIISS SYST=M �E-,vls A, AND G H=EI 4 12" Ov_RHA`.0 12" OVEFIHANG INSTALLATION DETAIL -A3F CF C NO. DES PROFILES AND NOTES 4 INS7ALLATI714 DE -A LS AND I�- F RAIdF HIIII DING I S" OT-=RS `III$ IS NO- A BRACE -HIS IS PART OF R037 -RUSS SY£TFM SEE DETA. C Il DETAILS SF-- SHEEI AI _ f., B AND..0 Ikl JI ry SHE_I i. SHF-1 ? 16" OVERHANG 16" OVERHANG INSTALLATION DETAIL AI'PHA ALUM NUM IVC. 1710 PREMIER ROW ORI ANDO, } I 39$09 15' AIUMINUM SOFF11 PROF LES AND NO-'S aawr+ Nc. U8-D2148 111-E 98/05/13 5"T1 OF 4 C SIGNED: 092&2021 Lu's R. Lomas P.L. rL No.: 62514 Rryl DEWRIPnON GTE el-PnW_cl F. vl5LJ 40115 b. & O AND.. DUAL C... D'x/I '20iI R.L. =P.AME 3U _DING 3Y O-H-Rc -HIS IS NOT A BRACE -IIIS 15 FAI;r OF RCC TRUSS S6TCM EXTERIOR y — 1 X PURR NG SFF '� S-RIP SFF -/ OFTAIIS " D=TAII A, B AND C SHEET.4 SHEET 4 SEE DETAI_ C• SHEET 4 O.C. 24„ OVERHANG r 24" OVERHANG INSTALLATION DETAIL SIGNED: L I23120c 1 A_PHA ALUMINUM INC. 1110 PREVILR ROW Oi_AN00, =L 32£09 15' ALUMINUM SOFFI- INS-ALLATI4N DE"A LS raaxw. fur. Rn. v.i-. As-Dx1a8 NTS Iu.0 08/05/13 '6`" 3 OF 4 Luis R- Lomas P,C. FL No.! 62514 SILL. OF MATERIALS ITL-6F�N0.: PART NUMBER DESCRIPTION MANUFACTURER -M0.TEMAL SOFFIT At PHA Al UMINI IM Nr Al I IMINI IM IilN HAR 2 F CHANNEL JALPHA ALUMINUM INC ALUMINUM 31054-M. 3 J CHAtNEL IALPHA ALUMINUM PC ALUMINUM 31Ub HLI S F RAIJF' HIJII DIN B" OTHERS THIS IS NC1T A BRACE IHIS IS pIJ?I nIF HCI]F INUSS S"S-I-M SF - DETAILS :J BAND C LSI� E-77 6 17" OV RHA\C 12" OVERHANG INSTALLATION DETAIL FRAME HIIII i]IND by Q HERS TI IIS 15 NOT A. 13RAC:-- THIS IS FART OF ROT-- -RUSS SY137V . S-F. '�.7-F NO, 1 SF= - UnT.NL E 7111LS DETAIL E S IC(- 4 A. 11 AND C GI11-7 t - -ET 4 16" OV=RHANC 16" OVERHANG IN.STALLATICNY DETAIL 1/4` MIN E+AB_UMENI 1 3+4" TRIM PAINTED SS NAIL W/5/16" -EAD �IAM-ER 10Cd'.IF4 J%-" MAX O.C. DETAX A IN W FRAUM AVSTALLATION W'F CM4ANFL AM NAILS 3;16" MIN EDP- DIS ANC_ 3/4"K1/.4" CROWN S-APLES 1 OCAI-P a4":MAX e,.C... IN DAMOND PATTER% REVISIONS RN pf5[XIP7IpR NTr APPRrWrT) C RFViSFl7 NnTFS F & 8 AAr, rFTAI C. n7J'7/7021 R.I. FRAME 8UILCING B" ty HER= TINS 15 NOT A DRAC 4�6 r THIS IS PART ?F R007 TRUSS SYSTFM '4 :EMTERKIR 'S s4 ` ix rI; iiING L SF-- +l: 1y S-RIP c,=F DETA 1 41 -PdL E A, B ANa7 C S -CT 4 SIIEET +-. ��- SEE DETAIL D SI-E=- 4 24' OA+ RHA.NG 24" 0VEFIHANG INSTALLAT/CFNDETAIL ALPHA ALUM NUM INC. 710 �' EMILR ROW OR_ANDO, FL 32809 ib" ALUMINUM SOFFIT INS-ALLATION DETAILS Dwsti; ND: 08 02198 _ NT'S D"E 05/05/13 s"ET2 OF 4. 1 Al�FAAT{7A4Add&P.F. i47N WbC]l7FdRf RN I f W.CSF9fl.r. NC?7�3 1 4 1 M PAIN 111 _D S:i NAIL ✓J(C,1 \Y,rhJ1N.-I- A) f1U1r.IF Fi[ 1 '3j4"X1J4' CROWN ST.APLr I(-) PFc PANF DSTAIL. D FURRING STRIP INSTAO A7KNJ =ASCIA M 114 EPABEE"AENT 1X OR "lX 3 OCK ' 3/4"XI/4- CROWN STAI''LC GR J/87X s/W :S AP F - _OC.gT_ (I'A AT EACH GPOOy/= 1/4" FASCIA JP 1 3/4 TRM FAINT---D SS NAIL 3/6o 'AIN 1Y/5,/IE" H=,AO DInPAFTFR FOGF DIS:IANCF _OC•AT_D 24" VAX O.C. DETAIL E NAOM FRAMING IM97r4LLA77[.MJ. FDGF 015Tl,NC= FASCIA ME Ad 1 �� tf 057" X, 1 /21 14A L-.•- •.. —jam MINIMUM LUC,tiI_U 24' M.,%X C.C. r ... S-UCCO FIN 5-1 —r r 3Y OT11cR5 MASONRYJCONCRETE - DETAIL C ti BY OTHERS h SONRY?CONCRETEINSTALtAT7CMJ W! F C 1ANNEI ANID MAAILS REFER 70 NOTE 6FOR EAd9EDWE14T WOOD rRRMjArr, W75T&LAT M 4'A' FC'f1AN1YEL AW STAPLES 5/8" MI'4 _ EMBEDVl=NT V:_ C SIGNED: I?9J23I2021 _LIs R. Lomas P„L. rL No.: 62514 RN CrWRPTnOR I c.1T- I A=PRad-' C I RF"JSFII N:TES c.:4 R AND 117AI C. I rwivnpil DETAIL G WOW FRAUM INSTA LATMN WITNJ-CNMN+tEI BE I WEEN 3TAPL=S f f § Ts 3/ 6" 9714-CN STAP_C5 DETAIL F STAPLE V AMOW PATTERN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 18" ALUMINUM SOFFIT INSTALLATION DETAILS DING N0. 09 02198 "r= (18/05/1 s"e 44 OF 4 Lr"tJEIE MLOAIASaE. 3? ffl007Fl7R17 i1T1 aewrsvxr.F. NC2,G8,t F) F 11HFR5 31'e d 114" CROWN a FP-E Cl-? 3r'13"X3/8" SIA-Ik LOCATED 24" MAX, O,C. J-CIIANNC_ TO BE =L',.SH WITH FASCIA FASCIA BY CTIIERS Reviewed for Cornp:iancc Unb>F:r,ai Engin -. Sciences SIGNS:D.: 09I2&2021 .��R°• •` AO E m B * • a 5 : �, 4F r : Jrei 41MAL4�° Lu`s R. Lomcs P.L. rL No.: 62514 21.94 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F N W C) O N W O q U 4 SVHDIV" ac LOT: EXPRESS MASTER PA PROJECT# MODEL: EXPRESS SHINGLE GARAGE SWAG: PAGE: 60 MPH ExP. C / ARCHITECT STATE OF FLORIDA FEB 1 1 2022 MICHAEL C. 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A 1pl"r1YrArYas.s PAD1ECFi+Nl1E pA rSa rtsAer .-Rt+OXraA' t 2194 HWY A1.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 116 AA #: ID003325 F W w W LU n O ti l� y Q q U ti A SUH]DIv. de LOT: EXPRESS MASTER PA PROJECT* MODEL: EXPRESS SHINGLE GA RA43E ST#MG: PAGE: 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA \1. FEB 11 2022 MICHAEL C. ANDERSON AR NO 17305 J DMIRT A 02/09/02 SCALE: 1/4"=1'-0" 1 _�� r $ -•�45