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HomeMy WebLinkAboutBuilding PlanSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. A Y D Zd 2 6 0 b 1430 CUL-VER [DRIVE NE, PALM BAY, FL 32907 DESIGN CRITERIA: - FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 - CONSTRUCTION TYPE — VB - MIN. INTERIOR FINISH — CLASS B - BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE - -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S 1ST FLR LIVING 1104 60. FT. 2ND FLR LIVING 1501 SQ, FT. TOTAL LIVING 2&05 SQ. FT. GARAGE 43-1 SQ, FT. PORCH III SQ, FT. COVERED LANAI 80 SQ. FT. TOTAL 3233 $0, FT. A/C VOLUME 22403 CU. FT. Tel= (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS ABV. ABOVE LAY. LAVATORY ATE DESCRIPTION /28/1j F12/15/11 2-STORY CMU CONVERSION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET APPLIED COMMENTS FROM M. SEAY ALT. ALTERNATEMFR. MANUFACTURER AMP. BD. AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD /15/18 BID SET ISSUED CL CAB. CENTER LINE CABINET MTD. MTL. MOUNTED METAL 02/13/15 ADDED ELEV. 'J' E 'K' WITH SIDING PER MARK BOWES ID2/20/18 BID SET RE -ISSUED CLG. CLR. CEILING CLEAR N:T.S. O.C. NOT TO SCALE ON CENTER 04AII16 FOOTING REVISIONS PER M. BOWES CONC. CPT. CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON 08/IVIS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL C.T. CERAMIC TILE PH. PHONE DBL. DOUBLE PLYWD. PLYWOOD 01/26/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 51.2A D.G. DIA. DUAL GLAZED DIAMETER PR, Y.T. PAIR PRESSURE TREATED 02/26/19 PLAN MAINTENANCE 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM. DISP. DIMENSION DISPOSAL R. RAD. RISERADIUS US 04/25/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON DP. DR. DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR ID4/25/19 REVISED HVAC VOLUMES ON SCFT CALC SCHEDULE D.S. DOWNSPOUT RM. ROOM DTL. D.W. DETAIL DISHWASHER R.O. S.C. ROUGH OPENING SOLID CORE EXT DR 04/26/19 UPDATED LEDC:ER BOLT SIZE 4 SPACING EA. ELEV. EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 06/19/19 REVISED [-JOIST LAYOUT ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BOWES EQ. EXH. EQUAL EXHAUST SITT. SHTHG. SHEET SHEATHING(06/21/19 09/13/19 LEDGER BOLT SPACING REVISED EXT. F.G./FX. EXTERIOR FIXED GLASS SHWR. SIM, SHOWER SIMILAR 11/15/19 ADDED COCOA FLUM51NG RISER E.G. FUEL GAS SL. SLIDING FIN. FIR. FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION 05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL 01/ID1/21 2020 FBG UPDATE FTG. GA. FOOTING GAUGE TEMP. T'HK. TEMPERED GLASS THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. 'TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER HGT.ORITT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET PG C1—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A1A—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A311—FRONT & REAR ELEVATIONS "H" PG A4H—LEFT & RIGHT ELEVATIONS "H" 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 WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS DESCRIPTION Reviewed for Code Compliance Universal Engineering Sciences DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 E 0. U W A E A F ti SUHDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIG PAGE: COV SHE 160 MPH ARCHITECT STATE OF FLORIDA Nov 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ri`yr' .L DATE: 11 03 21 SCALE: 1/4"=1'— 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) 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 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE 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 IS 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 T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/d' PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 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 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND THE FBCR TABLES 2903.1 & 2903.2. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. A. ENGINEERED FOR MIN. WIND LOAD, LISTED COVER SHEET DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE, THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. 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 APART 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 1B Sciences CONTROL DATE: 09/08/21 (CM) 2194 HWY 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 Q F 4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT 04321.200 064R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHTECT STATE OF FLORIDA NOV 0 9 '2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'-0" SHEET GN FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F5C R3 AmIlm 02.'d.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN -10 10 -0 2 1 -10" ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 --0 -------- v COVERED V-8' CLG. 3'-10" I I I I 3052 -SH 4 066 S.C.D. HB. s (2) 3052-SH 2 EGRESS I 121-411 I I DINING i BEDROOM #2 S -S CLG. s s�CL . M ❑ - 8'-8' CLG. �t '1'-2" 3'-S" 5'-all 3'-8" 6'-10" 3'-S" 9'-0" s I I A I I ry� (2) 2066 p z_'�1II1 PIOSI T VIC r CIIV BATH #2 TUB/ ® Ii HWR )I KITCHEN .�C co 2868 - � � n � � u � ux 3'-0" 2'-S" N 8'-0" I `� 4'-0" 3 -8 5 -4" 3 -4 5 -S 3 4" Q V 2868 SC v -- OPT! STAIR DATA A 20 MIN. "� i REFiE Iro RISER a "IB4'3-SH — ARCH 15 TREADS g 10' BOLLARD AS REQ. E PER BLDG. II 1A CODE 13'-e° II 5_8 III GARAGE FLEX CIIIV FOYER s' a' cLG. 8'-8' CLG. III 6' 8'-8' CLG. III ry III 3068 III U.1/12' III fiGTRAINS/ ss [fl(2) 3052-SH 3 8 9 II 4 5 2 10 0 2 10 PORCH r S'-8' CLG. 16'-0' X 1'-0' O.H. -------------------El — v 0 — — — — — -- v� -4" 10'-0" 1'-4" 5'-4" n'-4" 20'-4" 18'-01, , R F , 104 GABLE ROOFS 8's 1(r R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WO - EXTERIOR R-13 CEILING UNDER ATTIC R-30 am C For SI: I t4M m 304S mm, I ftret a O.£s175 TAICI, Note: a = 4 fast in all co . 11 IZ LN HIP ROOFS s N E N Iti�6�3A' FIGURE R301 IV) COMPONENT AND CLADDING PRESSURE ZONES COWONBJT AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND MM OPENINGS SQUARE ZONE 0 MPH WIND MIIO REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 3-T/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 DR. MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 160,10 O.H.D. 112 5 31.0/-34.6 12'xl2" SOFFIT 1 5 3'1.3/-4S.S 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. CAROL DATE,OIW21 DOUBLE TOP SP4032' O.G. MAX IST FLOOR STUDS TO 2ND FLOOR STUDS SA'IPSON MSTA-36 • 32' O.C. MAX DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL HEIGHT OF GARAGE VARIES OATH SLOPE (2) ffi REBAR ON SCALE: 1/2' - I'-0' 2x CONTINOUS STRESS BLOCKING MID UJALL 2x 87UD8 • 16' O.C. MAX, uax i' T 4 G SUBFLOOR GLUED AND SCROWD AS PER FASTNER SCFEDULE PRE-ENG FLOOR TRM 2x STUDS • 16' O.C. MAx, U.Ox WCUIE ST. PLATE TO STUD W/ SIMPSON SP4 s32' O.G. MAX SECURE ST. PLATE TO SLAB W/ i'XV ANCHOR BOLT V 2' WASHER T' EMBED. MIN. • 321 = MAX, EPDXY NOT REGUIRED FOR EXPANSION BOLTS SIMPSON SP4 • 32' Or- MAX SQ.FT. CALC. S IST FLR LIVING 2ND FLR LIVING 1104 1501 50. FT. SQ. FT, TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 431 III 80 SQ. FT. SQ. FT. SQ, FT. SQ. FT. TOTAL 3233 SQ. FT. A/C VOLUME 22403 CU. FT. W/ 6'X6' IUAXWA RETARDER ON IIELI.-COMPACTED C FILL. TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. FIRST FLOOR PLAN MASONRY/FRAME WALL LEGEND 11111-11111 TII W-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS 18'-8' ERG. [rii�i�T/T�TIT INTERIOR LOAD ERG. WALL U.N.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE SCALE: 1/4' 1'-0' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11/2'021mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 5%"(15.Smm) 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.) 302.7 - 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 mod! Emm­ i:n "-' prlimqmm 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 0 a W q ti A ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 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 21 DATE: / SCALE: 1/4"=1'-0" SHEET Al N 1' 4n G DBL. TOP PLATE SCALE: i/2°=1'-O' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB p yr T T T FLOOR MATERIAL RIPS FOR x11 11 U SOLID NAILING SECURE TREADS TO STRINGER W/(3)Ma 3' SCREWS 0 EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS /, OF SUB -FLOOR SHEATHING // oe Wr— �U 2Z4 rod �w i 42' H. 1/2 WALL W/ CAP 1' MAX. NOSING —2X4 ATTACHED W/ 10d MASONRY NAILS e 2X4 P.T. SLEEPER INTO SLAB WITHIN 5' OF EACH END, 32' O.G. MAX. 10 SM p—�I 42' HIGH HALF WALL W/ CAP 3/4' T 4G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE zz PRE-ENG'D FLOORING SYSTEM (5EE FLOOR /FRAMING SHEET) 3-2xl2 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR +� EA HORIZONTAL RUN 2 X 4 RE-INFORCING a EA. 2 X 12 STRINGER SECURE W/12d 6'-&' O.C. 10'-0 3/4" 2ND FIN. FLR. a' -a" BRG. HGT. NQTE: STAIRS RISERS TO CONFORM To FBCR STAIR QATA: 'tTH EDITION (2020) 16R m 1.54' MIN. TREAD=10' MAX. RISER-1 3/4' 15 TREADS a 3/16' MAX. VARIATION IN 12J°� I" NOSING R15ER5/fREAD5 ADJACENT TO EACH OTHER 3/S' MAX VARIATION IN ANY RISER/TREAP HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY WINDERS- MIN. 6' WIDE 0 NARROW END MIN. 11' WIDTH 9 12' FROM NARROW END 34' MIN. HANDRAIL HGT. NOTE: *ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON. THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1 .. a HANDRAIL. 6 36' W1 2X4 RE-INFOR THE CLEAR SPACE 5ETWEEN THE HANDRAIL AND THE WALL. SHALL 5E NO LE55 THAN 1 1/2" AS PER F5CR R3111.8.2 NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CRO56 6 ECTION WITH A DIAMETER OF li"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4 EDGES SHALL HAVE A MINIMUM RADIUS OF 11611 2. THIS RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN'T` DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANr LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM 5TRE66E6- PER SECTION 160i.8_I / F.B.G. 2020 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 2101 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 gUBDIV. PHASECREEKSIDE % y PROJECT# 04321.200 064R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS DETAILS 160 MPH EXP.. CCimmoo ARCHrrECT. STATE OF FLORIDA DATE 11/03/21 1 SCALE: 1/4°°=1'--0°'' 2'-0[[[ _ 2' 4 I1'-4" v2'-4" 11'-S" 2'-8" 14'-2" v Il'-2" 5' lam" c ® 3052-S{4 I � Ix ti� I� I_ N BEDROOM #4 p I v m (2) 3052 w UPSTAIRS - LIVING 8'-8' CLG. it �r 4'-0" m 12'-011 W.I.C. I22'X367 8'-8' CO. ATTIC I 3052 -SW BEDROOM #S 8'-S' CLG. 4'-2 CIv C \ II r�- OPT. i i ffT D. u I UJ. I IR-ISH 3-SH C o8 2'-41111 �- BEDRO0M#1 E 4'-4" 3' 0 2 4 3' 10"ry 6' 6" 'Y� C 4'-0" BEDROOM #3 m BATH #1 S'-8' CLG. ® T 8'-8' CLG. I I� r c4 I (K SHUJR W/ ❑ I ENCL —}I 2 30 2-SH © W.I.C. I a CLG. I^ v I 2040-51-1 e e LINE OF 15T 3052-5H 3052-SH ---------------- FLOOR BELOW ------ -I EGRESS EGRESS 3' 5'-2 3 4 2 _4" 21_411 8'-01, 131_8" 21' -,5 39'-8" N f— SECOND FLOOR PLAN SCALE: 1/4 = 1'-0' -FRAMED WALL SEPARATION 5ETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO 5E R-30 INSULATION 45OVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION 5ELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SWCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■13■ 0 ■0■��0 ■IT'u' ■��I�i�0 ■m■� 0, R-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 www.abdesigngroup.com AA #: 0003325 J F W v w 0 ti A F q SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN' GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 11 03 21 DATE: / / SCALE: 1 /4"=1' — 0" SHEET A2 SHINGLE ROOF FYPON IWX48" DECORATIVE SHUTTER OR EQUIVALENT IS' -a" 2ND FLR. BRCS. HGT.� FYPON BKTIIXI'I OR EQUIVALENT I I I I I I I I Ir 6' RAISED I I BAND (TYP.) I I 10'-0 3/4'� I I c� 2ND FIN. FLR. 8'-8" BRCa, HGT. Z ENTRY Ii I I 4B I I A3 I I 4' RAISED TYP. I I BAND (TYP.) I I I S' RAISED I I BAND (TYP.) I I 0'-0" FIN. FLR.}, I �� 2ND FLR.} _ BRCS. H4GTr I I — I I I I I I I I I I I I I I I I ; 10'-0 3/4" 2ND FLR.lit I FIN. FLR./BRG. HCzT. 8'-a' CLG. HCxT.j I I 4B I I — A3 I I TYP. I I I I I I I I 0'-0" FIN. FLR. _ _ _ `v �II11111 �� ■ �� r- r �I hI ICI I;�I ttI_ II — FRU"NT T SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE:: WALL FENESTRATION FLASHING AS PER FBCR R'103A 12 -4� I I 14B I A3 I TYP. I I N � 'F==1 26'-0' BLDG. HGT. BRCa. HCxT, 1' - 011 4' RAISED "-��BAND 6' RAISED BAND Y2ND FIN. FLR. CLG. HCsT. Y COACH LIGHT :0 i� 0'-0" FIN. FLR. 2ND FLR. BRCz. HCzT. T-01[ �10'-0 3/4" 2ND FLR. FIN, FLR./BRCS. HCxT, oS'-O" CI-G, HGT. _ _bO'-O' FIN. FLR. MODEL 2605-HAYDEN-4EHB (2-Story) 26'-0' BLDG. HGT. BRCa. HCxT, 1' - 011 4' RAISED "-��BAND 6' RAISED BAND Y2ND FIN. FLR. CLG. HCsT. Y COACH LIGHT :0 i� 0'-0" FIN. FLR. 2ND FLR. BRCz. HCzT. T-01[ �10'-0 3/4" 2ND FLR. FIN, FLR./BRCS. HCxT, oS'-O" CI-G, HGT. _ _bO'-O' 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 138 SQ. IN. PER VENT(net free area) TOTAL# OF VENTS REQUIRED 2.14 TOTAL# OF VENTS PROVIDED SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) 42.27 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUIITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouip.com 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE F. LOT #64 PROJECT 04321.200 064R1 MODEL: 4EHB "2605— HAY]DEN" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C woo • •"i• NOV 0 9 2021 MICHAEL C. ANDE:RSON AR NO 17305 r RIATT 11 03 21 HATE: / / 1 SCALE: 1/4"=1'-0" i �tukuklln 2ND FLR. Ot BRCS. HCzT. 10'-0 3/4" 2ND FLR. FIN. FLR./BRG. I-IC3T, 8'-8" GLCz, I4GT.j, 0'-0" FIN. FLR. 2ND FLR. BRCS. H—HGT- - 10'-0 3/4" 2ND FLR. _ FIN_ PLR. 8'-8" BRCS.'- zT. _ e ENTRY 0'-0" FIN. FL LE T ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH RIGHT rEL TION SCALE: 1/4 = 1'-0' TEXTURED FINISH DOWN 'PON li OR %LENT 2ND FLR_ NCxT. 3/41' 2ND FLR. LR./BRCS. I-IGT. 5RCa. i-GT. RY FIN. FLR. L R. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 h 4 v Q F A C: ti SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 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 F PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 0 OF OUTLET WIRED TO SWITCH I 110V OUTLET £QUIPED W/GRND FAULT INTERUPTER (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND CAI OUTLET INTERRUPTERT SWITCH SWITCH 3-WAY OPER ut4 SWITCH 4-WAY OPER. 1-0 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT @ VP VAPOR PROOF LIGHT I()I RECESSED CAN VENT. FAN I CFM PER SQ FT. VENT. FAN W/LIGHT i CFM PER SQ. FT. v I LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT LIGHT 2-BULB WRAP AROUND CREGESSED) FLUORESCENT U WRAP LIGHT AR AROUNN D (SURFACE MNT.) 2' FLUORESCENT 4'FLUORES-ENT 4' TRACK LIGHT 0 PANEL METER i; • I � rJ.D- SMOKE DETECTOR W1 HATT, BACK-UP W/ HARDWIRE WALL MOUNTED BAIT. BACK-UP S.D SMOKE DETECTOR W/ HARDWIRE ® cv/CO CARBON MONOXIM SMOKE DETECTOR COMBO BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENIDA14T LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER Ifa Mosi SOURCE TO SE ELEVATED DISCONNECT MIN- 18' AFF- A/C AIR CONDITIONING BE AH2LII V UNO. ON DISCONNECT THIS SHEET TY TELEVISION JACK CEILING BOX REQUIRED O J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO B£ SUPPORTED M CEILING FAN/LIGHT ACCORDANCE W/ SOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �-�► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER FIRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FWR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIDO-13 FBCR'ITH EDITION (2020). •LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR -ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404.1 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OUTLET - FOR VENT OR MICRO COVERED �LMAI,� \ \ I a) ROOM i ROOM PRE -WIRED C� I CLG FAN sF L L I SWITC{1IN CABINET ��-- I I I I OUTLET FOR DW /TO 2ND FL. I OB I I�CHEN i SWITCH PAN. I\\\ GFI m 44' OF'T. GFI S/CO FI I I —ZIM— I I � III \) / III FM III • • / III /ITI`." J III ' PRE -WIRED III / FOYER CLG FAN III I A\ El 0 E _ E GFI \� . PB.IMEyS \� , PORCH L------------------- PRE -WIRED CLG FAN BDRM. #2 BATH #2 / `P.B. FOR GFI a+ 44' / GARAGE A.F.F. I DOOR 1 II \ KEYLESS FIXTURE GFI �J GARAGE DOOR PREWIRE GARAGE a zBOLLARD AS REQ. PER BLDG, CODE --------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0" LED LIGHTING C� SINGLE LAV. BATH "2 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: 150Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- 92/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. Wire Pole Bkr I Description Watts Circuit Circuit #12 1 20 1 Exterior Receptacle GFI for TUG 1200 1 2 #12 1 2 1 20 linigation Pump 1000 3 4 6240 Al PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120/ 240 V -1Ph MAIN: 15OAmp KILO. FEEDER: 3 #1 CuTHWN & 1-#6 Cu(G) inl 1/2"C OR 3-#2/0 ALTHWN& 1-#6 Cu(G) inl 112" C. Bkr I Pole I Wire 40 1 2 1 #8 Wire Pole Bkr Description Watts 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 1 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1. 15 Foyer/ Flex / Hall AFCI 900 13 14 5000 Dryer GF1 30 2 #10 #14 1 15 Lung Rm, Lanai, Kitchen, Din. Us AFCI 900 15 16 Space 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 Space 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owners Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 26 900 Owner's Bathroom AFCI 15 1 #14 #14 1 15 Bedroom #4 / Opt. Bed #5&#6/ Opt. Loft AFCI 900 27 28 1200 2nd Floor Hall/ STD 2nd FL Liv./ Lam. AFCI 20 1 #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 30 1000 Imgation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space pace 37 38 Space #8 2 35]A)IC A.H.U. eater5 KVA at65%) 5525 39 40 Space 41 42 Space Load subject to demandfactor calculations:! line 17600 27900 Load subject to demand factor calculations 1 line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 Connected Load Watts I 35965 I I LOAD CALCULATION IS BASED ON A+C NON -COINCIDENT LOAD Amps (watts / 240 wits) 149.9 NOTE: 1. 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 (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THM UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 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 30210 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT i OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL ISOA/2P M TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT — ►1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH ELATION (2020) 5/8" DIA X 4 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W x r7 U W O E 4 W A F A 14 14 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET El ELECTRICAL LEGEND SYM50L DEFINITION NOTES �--7 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1"2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EauiPED WIG FAULI INTElP(TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION GFI OUTLETTERPROOF INTERRUPTERT SWITCH SWITCH 3-WAY OPER. ! /4 SWITCH 4-11JAY OPER. i_ %1 WALL MOUNTED f-o LIGHT CEILING LIGHT ® LED CLG LIGHT O LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN i cPM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER $a FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4 X2 FLUORESCENT 2-ESUL5 WRAP LIGHT AROUND (RECESSED) FLUORESCENT 2-EULB WRAP ® LIGHT AROUND CSURFACE MNT.) 21FLUORESCENT *FLUORESCENT 4' TRACK LIGHT ® PANEL own METER S.D. SMOKE DETECTOR BAIT. BACK-UP w/ HARDWIRE WALL MOUNTED BATT, BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/CO CARBON MONOXIDE SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL 7F- PENDANT LIGHT I q\ NATURAL. GAS IV OUTLET ® TELEPHONE JACK WATER HEATER jGNITION SOURCE DISCONNECTTO ESE ELEVATED AIR. CONDITIONING TOI E 21 UNO. A/ DISCONNECT SEETHIS faET FIE TELEVISION JACK CEILING BOX REQUIRED O TO ESE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO ESE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES w-� USB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR "ITH EDITION (2020) 4 NEC 21012 2921191211121 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1115073 FBCR -ITH EDITION (2020). • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF FBCR NTH ED (2020). * ALL WORK TO COMPLY WITH ELECTIRICAL PROVISIONS OF THE MOR iTH ED (2020). Y BUILDER AND 15% OF LIGHTING MUST BE ENEi?fsY'FFIQENT TYPE PER FS.0 ENERGY CONSERVATION lREB DENTIAL ENER3Y EEICIENCY) 2020.'1ih EDITION R40ik11. I—-----------------------J 0 0 0 0 L L 1INDIENUMMO Lem M r MIJ Sol I1 I I I I Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301. INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.corn AA #: 0003325 A sWBDIV. LOIif? 7E'' '1J PHASE 1 T f• PROJECT# 04321. 200 /064:R1 &MODEL» 4-EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIC>A PRINT 2103 DATE: 11 / / SCAT :1 /4"=1" - 0" J5/ HLUR. -I11 0Kelt-%oa0 LIJ 11 1 0811 ► O W4 MR :Ct 2' ,/2 LAY 2v r 2' VTR 1-1/2 ' 1-1/2° ° AV LAv SHU1R. 2' c0 ,.: 001V TO MAIN 2 IN 3° KITCHEN SINK W1 AUTO VENT D1N 1 2VTR 3' ✓ I-12° TUB 3' NOTE: PLUME3ING LA°I'OUT PLAN IS INTENDED FOR LOCATING PLUMBING FIXTURES ONLY 2° VTR Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 309 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 suBDIV. & U:)T: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT RAGE: FIRST FL00R PLUMBING PLAN 160 MPH EXP. C J NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11/03/21 SCALE: 1/4"-1'-0" 1 0 o Ell IS o El I IS o o a I I I i I El � I I � I , I s o o e V. Y I gL --------------- 2'-3° TUS/ SHWR — — i-----ii 'T? r DC. .ii i�W -4"' 0 I I I I O El I �l 36'xro` SHWR W/ ENCL a a a a o a o I Reviewed for Code Compliance L- - - - - - j Universal Engineering - - - - - - - - - - - - - - - - - - - - Sciences SECOND FLOOR PLUMBING PLAN SGALE: 1/4 = 1'-0a 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 2UBDIV.• CREEKSIDE PHASE 2 % •a ga a all 84 mol:)Elz r1 1 PAGE: SECOND FLOOR PLUMBING PLAN 160 MPH EXP. C PRINT DATE 110321 / / SCALE: 1/4"=f-0" PER FLR PLAN 77 1/2' CLG. 1/2' DRYWALL SECURE ST. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX 0'-0' FIN. FLR OVA T/ CI ATC 1SS 2X4 WOOD STUDS *24' O.C. SLAB NU I t: IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1611 O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 2411 O.G. TYP. INT. WALL ( NON-BRG. SCALE: 3/4'=1'-fd' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I _ z; 7Y1=. O.N. 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD �- 3 5/8, OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8, 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8" OR 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 [SCREW TO BE SPACED IV FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ i/4' WOOD TILE FINISH 11 WOOD BASEBOARDi SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION �—R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING — STRIPS 'T 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR '49 . qa 4 ° 4A d d a n W/ WINDOW OPENING ri I -STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) DPI P / SCALE: 1/2'=I'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SOS.].]. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 14 ELEVATIONS VENTED SOFFIT BOND BEAM - 5OLID GROUT W/ (1)- *5 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY '10'-0' FIN, FLR. 5' DiA. SLEEVE, DO NOT CUT 2AIPIPE THROUGH BOND BEAM D1 J SCALE: 3/4'=11-0' 44 ROOF SHEATHING THICKNESS IS ' ENGINEERED PER ASCE i-16 IN J ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.F .1. �TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=1'-0' UNDERI.-A1 MEN I IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION iS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 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 49 CAULK AND SEAL GAS LM NOT cur I J' PVC SLEEVE FOR GAS LIE BOND ' Cam, 4M BARS U= � 4 4 a.. a . a 4: 2B GAS LINE THRU BLOCK \11D1 8CALE, V2'.I'-V' —2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS sJ EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — 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 REa VERTICAL TRACK I' MIN BY MALIF. SLIDE FASTENED TO TRACK BRACKETS Roots UJ/ PRODUCT APPROVAL REa a, CM SEE STRUCTURAL FOR R£MFORC£MENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REOL SEALANT 4 HACKER ROD UJEAT14ER STRIP MOULDWG ALL AROUND(BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE —PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX. PRE-ENG WD. TRUSS AX 2x FASCIA PER ELEVATIONS O.N ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL SHEATHING ° CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SM. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES PER ELEVATION SHEET SNi. SECURE PER ON SHEET SNI FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' a ON SHEET SNi. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION is STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL + ' Ix2 P.T. FURRING ' STRIPS 9 24' O.G. Reviewed ror Code 1/2' THICK, 2 COAT 1/2' GYP, WL. BD. Universal Engineering PORTLAND CEMENT WOOD BASE 8 CMU sciences PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FI-R.J. <" 0'-0' FIN. FLR a' CMU a 4 d. — Y AV 4 ; 4 ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° d ACCORDANCE WITH FBCR 2020 °da a° 1TH EDITION, SECTION R301.1.3 ° AND 160"35.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D� UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'=r'-0' WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D456S TYPE Ill 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 boil(Aing wall with a sealant complying with AAMA SOO or ASTM C920 Class 25 Grade NS or clreater for proper joint expansion and contraction, ASTM C1281, AAMA 612, or other ap�,roved standard as appropriate for the type of sealant. Fluid -applied membranes use(A as flashing in exterior walls shall comply with AAMA 114. The flashirg 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 J W w �o E a w a F A ti SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 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 mmmmmmmor PRINT 2103 DATE- 11 / / SCALE: 1/4"=1'-01 SHEET DI FlIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR W5.1.1. AS PER FBCR 1305.1.1. ROOF SHEATHING i' ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SN1, SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PER PRE-ENG IUD. TRUSS F'ER 24' O.C. MAX.M PRE-ENG IUD.ELEVATION 24' O.C. MAX. � LEVATION A METAL DRIP EDGE METAL DRIP EDGE 5AT7 INSULATION - BATT INSULATION 2x FASCIA PER REFER t0 ENERGY . REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES 0 5/8' GYPSUM BOARD ELEVATIONS �,_o, VENTED o.N. o.N. _ . 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL R-4.1 INSUL. REFERENCE STRUCTURAL -4.1 INSUL. d� Z F- Q } IU lU ly EE Q Q lll WINDOW ATTACHMENT AS PER -. MANUFACTURES w SPECIFICATIONS i ".. REFERENCE 3/4' T 4 G SU15FLOOR STRUCTURAL GLUED AND NAILED z 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT GLUED AND NAILED 1/2' THICK, 2 COAT o SCHEDULE PORTLAND CEMENT u1 Q AS PER NAILING > SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED Q DIRECTLY TO u1 DIRECTLY TOLu MASONRY MASONRYOlLm PER PER 1X2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL ER F'ER LEVATION : LEVATION 5/5' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. :+:: OR 1/2' HIGH STRENGTH BOARD CLG. BOARD PER — LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL.\--R-4.1 INSUL. 1. z z 0 0 IU } J � 411 LLI Reviewed for Code ju ••a W Compliance IL Universal Engineering —WINDOW ATTACHMENT AS PER sciences MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT I/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT 1x2 P.t. FURRING PLASTER APPLIED PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO 77 STRIPS A 24' O.G. DIRECTLY TO STRIPS 16 24' O.C. MASONRY 8' CMU MASONRY S' CMU 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD SASE a WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP 46 ,.. n W/ WINDOW OPENINGy� WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4' = I'-O' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com kb AA #: 0003325 F W U W 0 F rn w A F A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 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 J PRINT DATE: 11 03 21 / / SCALE: 1/4"=1'-0" Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING TOP: 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/V WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT - TO BLK W/ n I/4' TAPCONS 1 1/2' EMBED., S' O.G., 4' END DIST., 1 1/2' EDGE DIST. 0 SIDES; no GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8" OF THE BTM, EE (3) EVENLY SPACED. ❑o NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D3 SCALE:I/2'.P-0' 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" H 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 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/I6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: EMM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. LVJ 8' CMU 1/2' DRYWALL I'X4' ❑ P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" D� WI£NDDOW TO BLOCK +1 1/2" 2X4: CE SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: MEM 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.G. MAX SPACING, 2X4: CEO SECURE To BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18" O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN S' OF EACH END 8' CMU 4 18' O.G. MAX SPACING. 1/2' DRYWALL FT 2X8: ® 1/2' DRYWALL : IX4 SECURE TO BLOCK IX4 P.T. NAILER W/(2) 3/16 TAPCONS P.T. NAILER 1/16' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.C. MAX DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: 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 IS' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 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 8' 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 +2 1/4" WINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E' N T(1 RT.QVK +3" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(v: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.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 L-A 8' CMU 1/2' DRYWALL 1'X4' ff P.T. NAILER i-1 r DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN S" OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" " F 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CECI SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' OS.B. 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 1/49 DOOR JAMB TO BLOCK +3 7/16" u WINDOW TO BLOCK +3 7/16" 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 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 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.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 I N1 8' CMU 1/2' DRYWALL F1 P P.T.. NAILER n 1' 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 1/49 DOOR JAMB TO BLOCK +3 3/4" 0JWINDOW TO BLOCK +3 3/4" NOTES: 1. PER CODE AND MANUFACTURER'S REQUIEREMENT 2X BUCKING FOR THE FRONT IN SWING DOORS± 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. FASTENINGS OF WINDOWS AND DOORS WHERE IX BUCK IS INSTALLED REQUIRES THE FRAME TO BE FASTENED DIRECTLY INTO MASONRY. MIX CMU }'DRYWALL FURRING DRIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK VRE UIREMENTS 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 Chi W O yF w U a F A [ti ti StreDIV eo LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 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 11 03 21 DATE: SCALE: 1/4"=1' — O" 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 V Co 4 F A C: ti SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 WCHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0"' SHEET WAI DRAINAGE PLANE (UJRB LAYER #1, STUCCO WRAP) UJRB LAYER 02 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16 " ZIP WALL SHEATHING X—X—X—X a SELF-ADHESIVE FLA5HING — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-041-14a, MIN, 2.5 LE35. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) I YE R BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP e SIDES FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES VENT ( BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,ENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM Il�p� A-r �-r, ln!n 11 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUI PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 1 5T E P '*3 WOOD CONSTRUCTION S' CMU 'V16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING -WR LAYER 01, STUCCO WRAP -WR5 LAYER 02, FORTIRIBER 5UILDING PAPER -METAL LATH -I/So TEXTURED FINISH a WOOD —FASTEN TO WOOD STRUCTURAL MEMBER a l' O.G. MAX le' TO h' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 41, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER Box AND OVER APPROVED WRB LAYER M APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP E%3Y 6TP Reviewed for Code Compliance LM Universal Engineering Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP #4 STEP #5 STEP OELECTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 0 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U W 0 F C4 U A F A SVBDIV. CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 rXUAAN a DATE: 11 03 21 SCALE: 1 /4"=1' - 0" SHEWA2 ET DRAINAGE F'LANE (UWRE3 LAVER #1, STUCCO UJRAP) METAL LATH STUCCO WOOD OR i/(o" Z11" WALL SHEATHING SELF-ADHESIVE FLASHING - /1k 1/2 HI �� ,•' . A;& CORNER 5EAD (PA5TENER 4 5FACING a 1" O.G.) CMu 1/2" THICK, 2 COAT CEMENT FLASTER APPLIED DIRECTLI' TO MASONR`I' 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 SUIBI)IV. & LOT: CREEKSIDE PHASE 1 LOT #64 PROJECT# 04321.200 064R1 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT RAGE: WALL ASSEMBLY DETAILS 160 MPH EX'. C 1 PRINT 11 03 21 BATE / / SCALE: 1/4'°-1'-0" 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FA r� DRIP EDGE 1\\ -1/0" TEXTURED I \ FINISH e WOOD i \\ 2x6 5U5 1 1/2' TEXTURED \ FINISH e CMU / \ METAL FASCIA \\ WRAP Ys" FROM \ STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ �\ NOTE: NOTCI-I FOR 2X(o \\ 5U8 BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL 6,1' �NOT INTO STUCCO) DELE�/ATION I1/5" TEXTURED FINISH e / WOOD, 1/2" TEXTURED i FINISH a CMU 2x6 SUB -SAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SU8 BAND 21 1 OFF WOOD WALL 7/5' TEXTURED FINISH ® UJOOD, I/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 41, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0' SCABBED TO TRUSS W/12d NAILS �O"—S" O.G. MAX. 2x SU8-5AND W/lY"x4" NOTCH -a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® 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, 4" ABOVE BOTTOM OF DRIP EDGE 2x 6U8-5AND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER Reviewed for Code Compliance Universal Engineering DRIP EDGE Sciences (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lV2"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U w 0 F a 114 w q F q SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 11 03 21 DATE• SCALE: ti = J J W A 4 -10" 10'-0" 4� 7 4 _ FM-12X18 r — — — — co W CU N I uw u_ 4" CONC. I N 2i 00 w SLAB LLI (no ILL I - I C\1 I o LO 0 1 x m Iu- co LL Uj U w 0 J r LL c0 U uoi OD O M �N V W w u) a 0o O �Y 0 0 0 X w o v to 20'-5" H II 00 OjjZ X ng O' QII(n - er co oil I� Cj allWw A � 51 I I n e 9' S" 9'-3" 1 27'-10" F FM-16x18 — — 1 4 1.1 .1 18'-4" 5'-8" 00 #3 TRANSFER STEEL m @ 24" O.C. MAX CV 0'-0" FIN. ELEV. �f FIN. CONC. Ico r SLAB � 4 11 LL L — FM-1 6x18 — — 3'_8„ 9'-11" N 4,-5„ )0 F M N w 4" CONC. o IO � a. SLAB L _ FM-12x18 _ o — �n� CV 10'-0" 1 5'-4" T0101, (V TOP OF CD T-5" :: yes _000s__oes�o:r. a C� -8" 2' I N� W 0 J o N II (V 5 4 16-0" L_ --_— FM-16x18_-- V N '-4" 20,-4„ 21'-8" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 2 m tD LL \'1 3'-0' X 3 3'-6" TOP OF SLAB 00 [V N a O N ao 0 N a a a Q. c a. a a 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, EIINDICATES #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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" (2) #5's + 0"-0" FM-20x18 20" CONTINUOUS 181, (2) #5's FMC-16x18 16" CONTINUOUS 18" (2) #5's VARIES CW-12x12 12" SEE PLAN 12F (2) #5's (+)0"-0" CWC-12x12 12" SEE PLAN 12" (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (ARIE" 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 a . SUPPORT #3 W/1 1/2" CHAIRS TRANSFER STEEL INSTALLATION SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 5TRAP TO A/C SIMP50N WB CONC. W/ (2)-3/16'X2' TAP -CONS °- CONC. OF SLAB SLAB A/C CONNECTION TO PAD DETAIL ++ UNIT ROLL STRAP OR EQUAL � EACI-4 CORNER /— OF UNIT SECURE STRAP TO /4 UNITS U1/ C2) "Sxl I SHT ThTL SCREWS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W w U W ate._ ti ti R, U W A h A h SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4-EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C NOV it 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT we 11 03 21 DATE: / / 1 SCALE: 1/4"=1'-0" SHEET st 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED °v — CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS o a. SPACING REQUIREMENTS m v ° ' — a— .. 6_ GARAGE DOOR m O a w v o� RECESS v a Kai KN O °o FM m� o z 8" CMU WALL i 8" CMU WALL I g o 1 P . CORNER BARS, SAME SIZE AS LARGER BAR w e" z IN FOUNDATION WITH 30" LEG EACH W = +- 0'-0" +- 0'-0" ° ° ? WAY AT ALL CHANGES IN DIRECTIONS v ° ° TOP OF SLAB TOP OF SLAB ° °I SO THAT THE STEEL REINF. IS CONTINUOUS 4" ° ° vl . I MATCH AMOUNT OF CONTINUOUS BARS r. ' o °° ° % ° ° ° ° CURB FOR SEE SLAB SCHEDULE ° VARIES I g () EXT. PORCH SLAB A a 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION ` .. ° 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z ° SEE SCHEDULE 2 FOR WXD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ° 4 ° SEE SLAB SCHEDULE TOP OF GA RAGE ° "v. ; I" CONTINUOUS STEEL MONOLITHIC N MASONRY UNITS SET EXT. PORCH SLAB 4" CHAMFER (1-STORY) FOOTING REINFORCEMENT SEE SCHEDULE :p, AT ELEV: W/ 1/2" ISOLATION d'O 6" CHAMFER (2-STORY) KIA114PH 0'-0"JOINT (WHERE APPLICABLE) 4. SEE SCHEDULEANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-0" (j),EXTERIOR GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL DOOR OPENING 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 PLANS FOR SPACING. SINGLE w NEW REINF. BAR BTM. PLATE TO BE PT. j a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE o a SECURE BT. PLATE TO 2" CAPPED , 5 EPDXY. MIN. EMBED NAIL 12" O/C STAGGERED. a SLAB W/10d MASONRY GALVANIZED PIPE j d 8", UNO W/FLANGE @ BASE a FOLLOW ALL MANF. 2 of ADDITIONAL METAL m ¢ SPECIFICATIONS FOR = Co CONNECTORS NOT m USEAND REQUIRED WHEN NO o z'r PREPARATION OF UPLIFT IS PRESENT. 0 4„ 4„ HOLE. Lu SECURE FLANGE TO ofSEE SLAB SCHEDULE SLAB W/(4) 1/4" X 2 1/4" o } TAPCONS �" oo' �O +- 0'-0" QQ TOP OF SLAB Q 7 ..a 4" CHAMFER (I -STORY) o. a 6" CHAMFER (2-STORY) ° ° A . • 4110 4 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD G MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" V SCALE: 3/4"=1'-0" 8 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 forCade CELL SEE PLAN FOR SIZE AND Universal Engineering PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Compliance BTM. PLATE TO BE PT. SPACING REQUIREMENTS Sciences PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL o a 12" O/C STAGGERED. o ADDITIONAL METAL m o CONNECTORS NOT v a REQUIRED WHEN NO it o v z 8" CMU WALL o UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) " +_ 0._0„ 8" CMU FILLED CELL (TYP.) ° ° +-0'-0" ���° TOP OF SLAB 4 6 ° ' ° q' TOP OF SLAB SEE SLAB SCHEDULE �' 2X WALL FRAMING °. a , ° n +- 0'-0" .• 1/2" DIA. SIMPSON STB2 BOLTS 5" ° ° ° SEE SLAB SCHEDULE ° ° ° . ° 44 TOP OF SLAB Qa "�' MINIMUM EMBEDMENT INTO EXT. PORCH SLAB 4" CHAMFER (1-STORY) ' GROUTED CELL, 4" FROM ENDS AND EX . P ISOLATION ° ° 4. 16" O.C. VERTICALLY MAX 6" CHAMFER (2-STORY) JOINT (WHERE d , . a. ° APPLICABLE) z ° MATCH STEEL g REINFORCEMENT SEE SCHEDULE 6" PVC CHASE c PER SCHEDULE FOR WxD, BAR SIZE THRU FOOTING AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36' #7 42" Z ° .4 ° ° y. O d. a e 0 a 4_ 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE PER SCHEDULE INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE 9 SCALE:3/4"=1'-0" (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING SCALE: 3/4"=1'-0" 12 SCALE: 3/4"=1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F 4 R2 U w In 0 F G Q F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODET : 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 SIC ALE• 1/4"=1'-0" SHEET S1. 1 A � El 0 24'-4" 17'-8" 12'-0" 6'-0" 2'_4" a s0 1E110 a01 28,-2" 29 -4 co 36'-2" 3T-6" 0 nEl N N OD , W N O co OD 0 N 0 _ N a0 17'_4" 13'-3" N Eli IEII 10'-0" of Reviewed for Code Compliance En Universal Engineering Sciences 2'-6" FEE 19,-2„ 12'-4° FIRST FLOOR DOWEL )CLAN 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWI1SiG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C Kii Rill ral•aml NOV 9 9 2021 MICHAEL C. ANDERSON AR NO 17305 11 .c4 111 i DATE: 11 03/21 1 SCALE: 1/4"=1'-0" 1 SHEET I . 2� TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM d 9 d' d O, I c _° , d d � a d e d d.. 1 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" VARIES 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" #7 42" w NEW REINF. BAR ow > SECURED W/ 2- PART a va EPDXY. MIN. EMBED I g 6", LINO _ ¢ FOLLOW ALL MANF. = a SPECIFICATIONS FOR USE AND I w PREPARATION OF J ` I HOLE. ° d OO:� .'•mac. d � a a. 4a O. d d - d d' .d STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" d I� CONTINUOUS METHOD 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 1 42" +- U.-D„ TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 5 THRU FOOTING SCALE: 3/4"=T-0" #5 BARS E;1 1z. I, 1'-0" I. �r REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS NG 3/4"=1'-0" 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 C�v W 04 U rA 0 W A h A ti SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 FT TE• // 11 03 21 E: 1/4"=1'-0" SHEET S1. 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP EMID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 1 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 1 — I N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16/1T/1M/0B I ., aI 8F16/1T10M/0B 8F16/1T/0M/0B ■ i i 1uivuuD FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = l'-0" r� Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V W 0 F a W A F A h ti SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL 4EHB "2605= HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE:1/40 —0" SHEET S2 #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 SCALE: 3/4"=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION 701, #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK #5 BAR BENT AS SHOWN CORNER BARS 3 AT CORNER STEP SCALE: 3!4"=1'-0" ogtN oF 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 THATTHEN 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 NOMINAL—�,16-1 T/1 M/OB PQFi�F�� e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1Tl1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WIND( PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1 1 /2"=1'-0" 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — LINTEL TO TOP OF BOND BEAM, IF FILLED LINTEL. 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING-2" OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS 8x16 DEL. BOND — BEAM W/ (1) #5 BAR EACH COURSE BOND BOND BEAM #5 TYP.8"x16" BOND BEAM �1#5 TOP OF BOND BEAM OF OPENING SEE NOTE 5 MASONRY BEAM DESIGNATION 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 1-1/4" 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 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF sw FILLED CELL BOND. BEAM —� PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGE IN ('�7�ELEVATION _OF BEAM SCALE: 2X4 SOLID BLOCKING -- SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: W=SECTION FASTENERSPACING de =2" MIN, 21" MAX Sa = 2 4" MIN, 9" MAX (2) Sr =1 J" MIN, 2 J" MAX ea = 4' MIN, 2" MAX de =2" MIN, 21" MAX Sa = 2 4" MIN, 9" MAX (2)20 Sr =1 z' MIN, 2 z" MAX* ed = 2" MIN, 2 2" MAX de =2" MIN, 21" MAX sa = 2 4" MIN, 9" MAX M Sr =1 z" MIN, 2 z" MAX* ed = 4" MIN, 2 2" MAX *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS Reviewed for Code ComPliance Universal Engineerinq Sciences NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE 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 C413, W 1�1 O h a V T7 W A F A 64 4- SvsDIV & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS PH EXP. C Igo ARCHITECT STATE OF FLORIDA Nov 0 9 2021 MICHAEL C. ANDEMON AR NO 17305 DATE: 11/03/21 SCALE: 1/4"=1r-0" SHEET S2. IA "LTT'S CONCRETE" / " CAST- T " / " " SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8/16-IT . i 31-60 PRECAST ♦ � •' PRECAS � - i PRECAST �i •�_��� !.:f 1 ! 1. t 1-09 PRECAST PRECAST •_ ,.4v-6" 11 PRECAST11 . • PRECAST I: 6 PRECAST . PRECAST PRECAST ®®®� PRECAST 12'-Ow PRECAST\:12'-Ow PRECAST It PRECAST 1' 1 •r :1 'l � 1 1 PRESTRESSED:1-811 17'-4" PRESTRESSED!,®®®®®® PRESTRESSED ... .. 1. la 1 1 L 21'-40 PRESTRESSED _ PRESTRESSED PRESTRESSED J. ] .. .. PRESTRESSED PRESTRESSED ®®PRESTRESSE ®�®-0 PRESTRESSED' PRESTRESSED • .. - 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 hu 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 E 14 u W A F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064RI MODEL: 4EHB "2605-HAYEDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 1730,15 PRINT 21 03 DATE: 11 / / 1 SCALE: 1/4"=1'-012 ' u ff KewEelM 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 %"x5 %") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT - - - - - - - FIRE DRAFT STOP L------- 3/4" J SUB FLOOR Z2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW ;II PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS jN 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS CJ1L li iiEJ3L II CJ1L o 1A IL2G m 1A 1 3.1 I Ijo 9A 1OB 3 31 9B u u n n n n u u n I n u n II n n II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II tl II II II II II II II II II 11 II II II II II II II II II II II 11 II II II it II IL II II II I J3 I► II II II ®p J2 �II II 111 1 J9 n u 11 n 11 u n u u n u IIII II t2x4 WOOD WALL W/ BM1 TO CMU WALL W/ II II II II II II I II IIII IIII IIn I DSi.N0.2STUDS SIMPSON LGUM46-SDSW/(4)Vx4" WALL W/ @ 12" D.C.MTEN HD ANCHORS AND SYPND2(4) y" x 2'SIDS SCREWS TO BM1 ,o.,o,II II II III I If 11 11 11 STUDS@n I III II III III IIn II III II tIlI 11 u n II II 12" O.C. 11 BM1__Ljl l 2X6 WOOD II II II J6 WALL W/ DBL. =fit 4 11 II SEARCHUNDER J4 JOIST II II II .16 3.1 III III 4 3.1 II DBL STUD II II n n II I I 3.1 WALL W/ DBL. ()AROVIDE DRAF II TOPPING II 11 4 11 °° STUD UNDER ll ALONG THIS TRUSS AS TO II EACH JOIST II tt .1 LIMIT AREA TO 1000 S.F. PER FBCR 302.12 I� II II II II It �� 11 II ` I J7 II 4 II 1 PRE-FAB . TED FLOOR n I I n n u n n n n I I _ JOISTS @ 24" O.C. IIII 11 III � II II II II II II „ II IF= �� II II I�` � II II II II II II II II II___ __ __ __ ___ II 11 II` II II II II II II II II 1A II II II II II i I II II II 11 3.1Pj'j� II uIIII nIIII MEG uIIII Iu1I1 nIII uII II I I I I 1_L11 L I L I I II Reviewed for Code --------------- ---- Mill E EJBE Compliance C11 EII Universal Engineering96 106 3 SciencesI--E— —--- —It _ 19 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 04 W 0 W A h A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 ]!MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING (1) SIMPSON HETA16 TRUSS ANCHOR WITH ANDAPPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10tl 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 1" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" (9) 10d x 1 1" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 J" NAILS TO GIRDER AND 6", 8" x MAY ADDED DE CONJUNCTION WITH ACCOMMODATE GIRDER OPPOSI INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS NAILS, W/ 10d NAILS, 2 ROWS, 3" O HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16dk 3" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS 2x SECURED W/ (3) 16d 4" x 21" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 24" O/C, @ lx2, 2x WOOD FASCIA (2) 1" x 5" TITEN HD TO CMU AND 18 SIDS 1 x ( ) 4 GALV. COMMON NAILS .. SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH ANDAPPROVAL N N ILS16d GALV: COMMON NAILS. 2 x J4 O1" 5"TITEN HD TO CMU AND (18) SDS 4 x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la 1 b 1 c SCALE: TYPICAL ROOF 3 GIRDER 3/4"=1'-0" CONNECTORS) 2a 2b 2c SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE LSTA12 20 GAUGE W/ 10dx1/2 HOG 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'-0" O.C. (AT SHEATHING T.0" MAX (W/1x4) U-0" TO 30'-0" (1) "X" BRACE SEAMS) OR 10%0" MAX W/2x4) 30'-1" 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 ELEVATION 1x4 DIAGONAL FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" SECURE 1-JOIST TO TOP PLATE PRE-ENG WOIST BTM. CHORD 2x WOOD FASCIA, MIN. EMBED. AT 32" OC BRACING, SEE SEE ARCHITECTURAL w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 1/2" HIGH MAX STRENGTH CLG, BOARD N w PLAN FOR LOCATION q 0 2 M MAY NOT BE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 DOUBLE TOP PLATE ti P.T. PLATE W/ 12d's 8" N REQUIRED OZ7 -STIFFBACK (AS PER O.C. MAX 2x4 OR 2x6 WOOD BEARING TRUSS 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 & SLAB BTM. PLATE TO BE PT. PROVIDE BLOCKING TO (8) 16d x IU-0" O.C. MAX. PROVIDE DBL. TOP PLATE 2-1/2" NAILS TO POST., 7L 1/2" GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB •d SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER —\\ SEE SCHEDULE FOR SECURE BT. PLATE TO BOND BEAMREO. SLAB W/10d MASONRY NAIL 12" O/C STAGGERED.`—�— a 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER ADDITIONAL METAL ° �— d. a MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF CONNECTORS NOT ° .� �' 4.., . ® ° 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN REQUIRED WHEN NO a , COMMON NAILS AT EACH CHORD UPLIFT IS PRESENT. INTERSECTION TYP. °` LVL/WOOD POST CONNECTIONS BTM. CHORD BRACING BLOCK WDLT L W/ GABLE END PROJECT# Gq 1 5 SCALE:3/4"=1'-0" 6 ®4321,2®® ®64R1 a PRE—ENG'RUSS-- SCALE:3/4„=1'-0" MODEL: d,. 4EHB 1"2605—HAYDEN" 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=1'-0° 24" 24" MAX. w/ IJOIST 8" END SPACING Reviewed for Code MAX. Compliance 8 I— w/I-JOIST TRUSS ERG. OR BTM. Universal Enginee ng END OF SHEATHING TYP. TYP. YP. Sciences PACING SEE FRAMING PLAN END OF MAX. MAX MAX LEDGER BD. e NOTCH DEPTH 1/4*D 1/2" EXP. (2)2X8 SYP P.T. w FROM LEDGER 2 SYP BOARD. 3/4"BOLT/J- THE USE OF ALTERNATE MATERIALS MAY BE BOLT/J-BOLT W/2" LEDGER BOARD EDGE. LEDGER BOARD TO BOLT/J-BOLT W/ 2" HOLE EDGE>5/8" WASHER .(TYP) WITHWOSUSED T i.ENSURE THAT EXP BE USED WITH I -JOIST MIN.EMBED.(TYP) USED SO LONG AS THEY CONFORM T® THE MIN. EMBED. (TYP) .BOLTS/J-BOLTS ARE PLACED ( AROUNINTO D BOLT.UTED CELLS,B"ALL FOLLOWING T HOLE DIAMETER AROUND BOLT. FRONT < 2/5*D SGL. STUD 2. SPLICE OF FRONT AND REAR LEDGER OUTER OF LEDGER SHOULD LAP A MIN OF SPAN ONLY z 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 00 A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/8" EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BNYCL SE Ts AN 6" SYP PT EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES NOT BE ANYCLosERTHAN s" 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 5. ONLY LEDGER IN DIRECT — ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 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"0 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 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST 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 i 1 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359JL www.abdesigngroup.com AA #: 0003325 SUBJECT TO F1 AND F2 FORCES. WOOD LEDGER STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS 9 SCALE:3/4"=1'-K)" 10 1-JOIST WOOD LEDGER DETAIL 11 SCALE:3/4"=1'-0" FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENrRAL SPACING A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. SUHDIV. 7d LOT: CREEKSIDE PHASE 2 LOT #64 PAGE: DETAILS (I —JOIST) 160 MPH EXP. C DATE: DAT : 11 03 21 SCALE: 1/4"-1$-0" SIMPSON H6 W/ 3 1, (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" f 1il Ill OF STUDS IN1 EFER TO NAILING _ CHEDULE ON SHEET SHEATHING PLYWOOD FLOOR FOR FASTENER REFER TO NAILING l TYPE AND SIZE 8" CMU WALL SCHEDULE ON SHEET �l REINF PER PLAN SN1 FOR FASTENER 8" CMU WALL DBL. 2X8 SYP #2 LEDGER. TYPE AND SIZE REINF PER PLAN SEE BOLT SCHEDULE, PER ELEVATION 3/4" 10/S3.1A. 3/4" 3 PER ELEVATION a z v SCREW PATTERN � 3 F '' SCREW PATTERN N O= I -JOIST (SEE O z p VU FRAMING PLAN) MOO x zLOw �.,¢ PER ELEVATION Nvw PER ELEVATION z (2) 2x4 P.T. W/ iW — I -JOIST (SEE MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING 24" MAX. FRAMING PLAN) BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. NAILER W/ 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 AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING SEAMS) (BLOCKING hJ PRE-ENG'D WOOD SEE SCHED, BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX a 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS RevC mpliance forCode SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH universal Engineering Sciences W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH 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 0o PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. + pill AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT, PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" CONT. 2x4 SECURED W/ (2) 10d's@EACH 10d x 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL °` TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1W X 2 1/2" SDS TO POST 9a gb TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,901) G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 Gs10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,5651iv/ 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 W U W a a F A E ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "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 rstiir i DATE: 11 03 21 SCALE: 1/4 `P=11i- 011 SHEET SIDE VIEW 1 VTCR SPACING (1) AT EAI AND 6'-0" O: PRE-ENGINEEF\�� VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering ku Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLOFZIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDF; PHASE 2 LOT #64 PROJECT## 04321.200 064R1 MODEI.s. 4EHB "2605- HAYDEN" L E SWINfG:IGHTEETAILSPH EXP. C AF CHRECT: STATE ®F FLOFiI®A NOV 0 0 2021 MtICHAEL C. ANDEFISON AR NO 17305 PRINT 0� �21 DATE: 11 / SCALE: 1/4"=1.'-0" .r.W-u I e SECOND FLOOR DECK PLAN SCALE: 1/4" = T-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HINY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ST.7HDIV. 8G LOT: CREEKSIDE PHASE 2 LOT #64 PRO JIJC T# 04321..200 064R1 MODEL 4EHB "2605- HAYDEN" GARAc'ME S'WI21G: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ARCHrrECT STATE: OF FLORIDA NOV 0 91021 rccLa l L DATE: 11/03/21 SCALE: 1/4"=V-W 1 SHEET S 4 19 W N q7-9„ SECOND FLOOR DOWEL FLAN SCALE: 1/4" = T-0" OD 0) O t` CO N N CV 0 0 D Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A, SUITE INDIAN HARBOUR BE) FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.i AA #: 0003325 J su V. L.OT: CREEKSIDE P[ASE 2 LOT #64 04321.200 064R1 MODELC 4-EHB "2605 — HAYDEN" GAFLAGE SWING: RIGHT ARC^HITECT.- STATE OF FLORIDA NOV 0 9 2021 MICHAEL. C. ANDERSON AR NO 17305 ONO fDRATE: IN11 O3 21 / /SCALE: 1/4 LE I-IEErr S S 4. C _ u1ImHil011= 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES I F_____m_______________m m m_____T______e__"""' """____=_=______A •1 1 1 ♦ 8F16-1T/0M/0B 8F16-1T/0M/06 8F16-1T/OM/OB o 1 ♦♦ 1 1 2 I 1 1 ♦♦ ♦♦ 1 1 I 1 1 GT ♦ I ♦♦ 1 1 I 1 1 1 1 , ♦♦♦ 1 1 I U.N.O. PROVIDE BB2 WHERE 1 ♦ ROOF TRUSSES BEAR, ♦♦♦ 1 TOP OF WALL EL 18'-8" 1 1 1 ♦♦♦ ' 1 1 1 ♦♦ � 1 j ♦♦ 1 i 1 1 ♦♦ 1 1 1 1 � ♦ 1 ♦♦♦ 1 1 1 1 1 o ♦♦♦ 1 1 s 1 1 1 1 ♦� 1 0 0l 1 1 1 1 o 0 1 GTftff 1 ; ; o ♦ 1 1 � o ♦ � 1 0 o ♦ 1 ♦♦ 1 1 GT ♦ 1 1 0 ♦♦ 1 ♦♦ 1 1 ♦♦ 1 0 �.,.�. 8F16-1T/0M/0B 2.1 1 0 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B ♦ ; rmom -------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" Reviewed for Code Is Is E Compliance LZAUniversal Engineering Sciences 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~ �0. U W A h A SvsDIP. 8e LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT§: 04321.200 064R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN t60 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9'2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'-0" SHEET S 5 "LTTIS CTE" / "CAST -CRT " / " I " SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS IT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD LENGTH L Ej ;N:G: :TT H� 41-6" PRECASTr I 11 , PRECAST w.• • 6 PRECAST 51-4" PRECAST r " PRECAST � 4ff PRECAST 1�':f -• -: v " � is •i 51-10" PRECAST 51-10W PRECAST 51-10* PRECAST PRECAST _ PRECAST ,. PRECAST PRECAST .,91-4" s r PRECAST 9@-4ff PRECAST 9'-4" PRECAST Yv : •S ' PRECAST 113'-4" PRECAST 131-411 PRECAST 14'-8" PRESTRESSED;�t►� PRESTRESSEDi PRESTRESSED 1 1 , PRESTRESSED 19'-4" PRESTRESSED' N.R. 19'-4" PRESTRESS — 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 tu Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h w v w O EA EA En q F SUBDIV. & LOT: CIREEKSIDE PHASE 2 LOT #64 PROJECT# 04321.200 064R1 MODEL: 4EHB "2605- HAYiDEN" L GE SiKMG�: RIGHT E: F'E LOAD TABLES MPH EXP. C ARCHITECT: STATE OF FLORIDA PdOV D 9 2421 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE: 1/4"-1' — 0" �AEET S5. 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 HILT] 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. 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. END JACK TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED TO TRUSS BOTTOM CHORD W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END FUK EAUH UHUHU CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONNECTOR SCHEDULE CONTROL DATE: 01/21/2021 MiTek USP SIMPSON MiTek USE SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META46 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (1.0) 10d X 1 1/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) IOd x 1112", (8) 16d 2-PLY, EMBED 4" (9) IOd x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA -20 2430 (2) HETA-20 2035 ILI2) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" Y LUGT-2 1655 LGT-2 1885 BLK (5) 1/4"x 3" Wedge­BOlt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d LUGT-3 3380 LGT3-SDS2.5 3480 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SOS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (16) - 10d 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 MUGTI5+ 3945 MGT+ 3965 (1) 5/8" A.T. R. I N 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+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SOd TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10)Lod x 11/2" (10)10d x 14/2" MUGT15 3945 VGT 1 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HOIST 9575 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SOS 1/4"x3" MTW 12 965 MTS-12 99G (14) 10d x 11/2", (14) 10d (14) 10d X 11/2" HTW 16 1355 HTS-16 13JO (16)10d X 11/2",(16)10d (16)10d X 11/2" HTW 20 1355 HTS-20 1310 (24) IOd X 11/2", (20) 10d (24) Lod X 11/2" HTW 24 1355 HTS-24 1310 (24) IOd X 1 1/2", (20) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d (10)10d LSTA 18++ 1235 LSTA-18 ++ 1235 (14) 10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d MSTA-30++ 2065 MSTA-30++ 2050 (22) SOd (22) IOd MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)10d KST1236 2765 MSTI-36 3800 (36) IOd X 11/2" (36) IOd X 11/2" KTSI248 5105 MSTI-48 5070 (48) 10d X 1 1/2" (48) 10d X 1 1/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) Sol TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 5251N El @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) Sd x 1112" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 680 HCP2 590 (10)10dx 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12)I0dX l 1/2" RT16A 1020 H10A 1040 (9) 10d x 11/2"TO TRUSS, (8) 10d X 11/2" TO PLATE (I8) 10d X 11/2" MUGTI5&PHD4A 4175 VGT &HDU4 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-5DS 1/4"x3"TO WOOD, (10)-SD51/4"x21/2"W/ THREADED ROD, (2) N UTS/WASHER/2 PLY MUGTI5 & PHD4A 4175 VGT & HD78 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-5DS 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, (MI N. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1)5/8"AT. R. I N HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN CONC.,(12)16d TO WOOD (1) 5/8" A.T. R. I N 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, (MIN. 7" EMBED) IN CONIC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(8)IOd TO WOOD 9 LTS20B + 1100 LTT20B+ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN CONIC., (10)10dx 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD 5 H745 4160 HILL 4455 (1) 5/8" A.T. R. IN HIGH STREN GTH EPDXY (MIN.7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T. R. I N HIGH STRENGTH EPDXY (MIN.7" EMBED,) I N CONC., (26) 16d X 21/2" Z H745 5005 H75 5090 (1) 5/8" A.T. R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X21/2" UPHDII+ 14395 HHDQll-5DS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 10' EMBED) IN CONC., (24) W53 WOOD SCREWS ''/. (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS" x 2%" WOOD SCREWS PHDSA FTDX8 I 6525 7870 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOODSCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (3) 3/4" STUD BOLTSTO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTSTO WOOD NFM35X12U 2580 7130 MBHA 3,56/11.25 3475 5330 (1)1/2 J-BOLTW MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OFCONC W/3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQW/MIN S"EMBED INSTALLED IN FACE.(14)10d AT1015T (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 HIGHSTRENGTH EPDXY, (MIN, 6,75"EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HU54121F 3615 2710(100%) HUSC412 (WOOD) 3435 2635(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3220 (125%) IT D4101F(CMU) 1950 3080 HUC410 (CMU) 1800 4500 (18)1/4 x 3"" WS3 SCREWS, (10) 10d TO WOOD. 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 SCREWS, (10) 10d 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) 10d TO WOOD: HD210-31F (CMU) 2795 5015 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) IOd TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGU M2612 11 2125 6065 LGUM26-2-SO 1430 5595 (4)3/8"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS (4)3/8 x 4 TITEN HD ANCHORS (2 PER FLANG0 TO CMU, (4)1/4%2-1/2 SOS SCREWS TO WOOD tiV> co 3 „co LO Cq U U w w w 11 CJ1 ROOF FRAMING PLAN SCALE: 114" = T-0" 3 3 M Reviewed TCH CodeCompliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W W v W O h a u p F Q F ti SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #64 PROJECT: 04321.200 064R1 MODEL: 4EHB "2605- 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 PRDAT// INT 11 03 21 E: SCALE: 1/4"=1'-0" SHEET S 6 GABLE - END 1. HIP ROOF *-== ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A'= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL 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. 19132" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE 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. FASTENER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA, TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 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 MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING 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. INFIELD 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.C. TOP & BOTTOM EDGES „ SHEATHING I A llrl IM z _ z H- 0 0 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 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 TYP, 314 T&G SUB -FLOOR D1 CKING GLUED TO ALL EXPOSED MEMBERS I I r. MAI. On=A I nl1Vv / I IIMIVIMN I GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/033M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314" . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Y" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE 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 OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 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 VVITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 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" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL 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 ANSVASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAVVINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST 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 (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 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 RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 GEO-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 C941C94M 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 BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): m Reviewed for Code B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: Compliance 1-1/2" FOR #5 AND SMALLER Universal Engineering 2" FOR #6 AND LARGER Sciences C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOK BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING lx2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY MASONRY / CONC. NAIL 1 112" LONG. TO MASONRY/CONC. NO WASHER FASTENER g" O/C SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 3/8" DIA. OR IT O/C (3/8" DIA) Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG. 1/2" DIA. EXPANSION BOLT 24" O/C (1/2" DIA) W/WASHER WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR ; 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRYICONC. MASONRY / CONC. REQUIREMENTS EXT. SWING DOOR (2) 3116"DIA. "TAPCON" O/C 1 1/2" EMBED, 8" END. BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18" DIST., 1 1/2" EDGE DIST. 2x PT WINDOW BUCK 0.138° PAF x 21/8" 9" O/C 4" END. DIST, 1 lal PT TO STEEL COL., SEE. WI WASHER STAGGERED EDGE DIST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3.. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE. REMARKS 1 112" EMBED., 4" END DIST, 1 1/2" EDGE DIST. 4" EMBED., 4" END DIST., 3" EDGE DIST. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ®w SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #64 PROJ'EC°T# 04321.200 064R1 MODEL 4EHB "2605— HAYDEN" GARAGE :SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 9 9 2021 MICHAEL C. ANDERSON AR NO 17305 r"AAN a DATE: 11 os SCALE: 1/4 _1 $ SHEET SNt Product Approval Submittal Affidavit FL # or Miami- Dade FLORIDA PRODUCT APPROVAL REVISION REVISION EXPIRATION DATE Product Model# Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate: Locate FL36303.1 R15 9/30/2022 SH Window 1500 Ply Gem Nan 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" (+38) / (48) (+55) / (-55) minimum embed. Into substrate. Locate anchors as shown in elevations and - installation details. Foranchoring through frame into wood framingor2xbuck.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" minimum embed. Into. substrate. Locate anchors as shown in elevations and (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame. into wood framing or 2x buck :use #10 woodscrews with sufficient length to achive a 1 3/8'' 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 1 1/4' minimum embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+50) / (-50) For anchoring through frame into wood framing or 2x buck use#10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown F1.15353.2 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 1 1/4'' minimum embed. w/ 1" min. edgedistance. Locate anchors. as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) Foranchoring 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 FL161041 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 2 1/2'' edge distance. Locateanchors as (+38) / (-48) (+55) / (-55) shown in installation details. Foranchoring through frame into wood framingor 2x buck use#lowood screws with sufficient length to achivea 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 use 3/16" tapcons with sufficient length to achive a 11/4" (+38) / (48) (+60) / (-60) minimum embed. Into substrate w/ min 2 1/2" edge distance. 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 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 achive a 11/4" (+33) / (-41) (+50) / (-50) minimum embed. Into substrate w{ min 2 112" edge distance. 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 1 3/8'' minimum embed. Into substrate. Locate F1.15332.2 R6 12/31/2024 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 11/4'' (+33) / (-41) (+48.2) (-48.2) minimum embed. Into substrate ..w/min 21/2" edge distance. Locate anchors as shown in installation details. FL20461.17 R7 12/31/2022 Opaque single door with transom Smooth Star Therma-Tru N/A 1/4'' concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 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 Door 16.2x773.W6 Clopay N/A 3/8" x 2-3/4'' H ilti sleeve anchors 6" from ends 22" O/C (+29)/(-35) (+36)/(-42) FL16546.7 R14 12/31/2023 Double Garage Door (Alt) 16.20 75 W6 Clopay N/A 3/8" x 2-3/4" Hilt! sleeve anchors 6" from ends 22'' O/C (+29)/(-35) (+36)/(-42) 3/8" Simpson Titen heavy duty screw anchor with l 1/8" OD washer into grout F1.8248.11 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". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29) / (35) (+34.4) / (38.3) OD washers with a 1 9/32"thread penetration into seasoned dry wood supporting structure. FL14170.7 R15 12/31J2023 Double Garage Door (Alt) Series 170-175, 177, 180-185, 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 edgedisance. t {+29) / (-35) (+34.4) / (-38.3) FL15371.2 R3 7/21/2025 Double Garage Door (Alt) Hurricane Master Mode1824J811 Steel Sectional DAB Doors Company, Inc. N/ A 3/8" Dia Power -Bolt by'DEWALT. 2" min embed tinto concrete. 1-7/8 min edge distance. 3 /8" Dia HLC sleeve by 'H ILTI'. 1-1/4" min emded into concrete or filled block. 1-5/8'' min edge distance into concrete, 4" min edge distance intofilled block. (+27) / (-30) (+36) / (-44) 3/8" Dia Power -Bolt by'DEWALT'. 2" min embed tinto concrete. 1-7/8 min edge - FL16546.6 R14 12/31/2023 Double Garage Door (Alt) 06 W6-16 PAN-2F356 Clopay N/A distance. 3/8" Dia HLC sleeve by'HILTI'.1-1/4" min emded into concrete orfilled block:l-5/8" min edge distance into concrete. 4" minedge 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 112'' above each cutout. Drive nails straight so that nail head is flush with, but of cutt niz into shingle surface, FL15216.1 R10 12/31/2023 Underlayment Rhino Roof U20 Interwrap 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) Polystick IRXE Polyglass USA N/A Self adhesive N/A N/A F1.17322;1 R8 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive Reviewed for Code Compliance N/A (+0) / (-135) F1.34546.1 Rl 12/31/2024 Underlayment (Alt) Shield Granulated Owens Corning N/A Self adhesive Sciences N/A N/A FL27076.16 Rl (R2 PENDING) 3/28/2023 Underlayment (Alt) Weather Armor SBA APOC N/A Self adhesive N/A N/A FL3792.5 R15 8/16/2026 Off Ridge Vent 770D Lomanam Install N/A per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MIMI MILLINUM METALS Install N/A per manufacturers recommended requirements. N/A (+0) / (-70) FL15272.1 R5 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. (+31.6)/(-38.8) (+75)/(-75) F1.33919.1 R3 12/31/2024 Soffit (Alt) Variform Soffits Vinyl PlyGem Install N/A per manufacturers recommended requirements. SEE PA2 FOR CODE REQUIREMENTS ON INSTALLATION (+31.6) / (-38.8) (+157) /.(-46.1) FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+54.2){(-54.2) FL37824.1 Rl 12{31/2023 Soffit (Alt)Install Aluminum Soffit Variform N/A per manufacturers rem no mended requirements.J (+31.6)/(-38,8) (+306.8)/(-141.5) 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) F1.16293.1 R3 12/31/2022 H urricane Panels Less than 6' span - Hurricane 24 GAGE Storm panel MFG, 1/4" N/A concrete headed x. 20 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) / (-531 FL16293.1 R3 Hurricane 12/31/2022 Panels 6'.span or more Hurricane 24 GAGE Storm panel MFG. 114" N/A concrete headed x.20 stainless steel or ELCO Panelmate with minimum embedment .@ 1 31V in / masonry, spacing. 2 112" min. edge distance, 12'' o/c max. s Can be P 8 screw or all thread but with wing nuts. N N/A (+45) / (-50) FL37147.1 R5 6/27/2022 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A FL13192.2 R6 12/31/2023 Lap Siding (Alt) lames Cemplank Hardie Building Products Install N/q per manufacturers recommended requirements. CONTROL DATE 02/09/02 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W O W W A � a ti O q U W AN 0 4 ti StMDIV. 8e LOT: EXPRESS MASTER PA PROJECT* MODEL EXPRESS SHINGLE GARAGE SWING: PAGE: 160 MPH EXP. C ARCHITECT STATE OF FLORIDA OF FEB 1 1 2022 MICHAEL C. ANDERSON AR NO 17305 PRINT A 02/09/02 SCALM: 1/4"=1'-0" Ri vsras REV DESCRFlO N-F A'PIRWI) G RLYSLU NUIL`i b h 15 ANU U_LU_ C C9/1:/2f:21 tl__ /k NO -ES; _ =1 7 1 HL PRC'UCI SHOWN FEREIN IS USlGNED .'d40 MA K_'IURED C COMPLY W IH _ 111 HLOUIREMENIS 01- 1 h_Jk LP BUILUINa CURE. R P n H f 2. WOOD FRAMING ANC MASONRY 7P=NING -0 RE - SIGNED AND AWHORED TO PROP --PLY RANSFhR Al l DAD4 0 9 RUC URK *R MING A.N. MASONRY OPFNIN{: IS IHF + 11 0. 0 0 a � REWONSELITY Or 7 ARCIIIT--C- OR LNGNE-t Or RECORC. -HE 3. ALLOWABLE STRESS INCRZ;S_ OF 1/3 WAS NCT USED IN G'ESIGN OF THE:. PRODUCT Q Q _ 0 0 _ >8" SHCWN I-EREIN. 'WIND _%A'. DURATION FAC-OR Cd=1.6 WAS USED --OR WOCD ANC -OR. fl Il Il f7 "Al CUI of 01S -RAMC 1}I 4. MA-D21AL COLD ROL_ED FORK A_JMINUM 310° 1128. 5. =OR ANCHORNC INTO 'HOOD FRAMING OR 2X SOCK USE 1 3/4" TRIYI PAINr_D STAIN-ESS / STEEL NAIL$ WITH 1/4' HEAD D AMTER, 314Xl /�" CR: WN OR 3/0"X3/I:" aTAPLES. REFER -0 DETA a A. B. ,; AND E =OR MINIwIuM EMBEDMENT AND S=ACING. v 5/a, 6 -OR A.NCIIO:NG INTO MASONRY/CCNCR- E WIT CUT STUCCO USE .0S7-X5/8- T OR STUB NAIIS -OR ANCHCRIN; INI5 MAS0NRY1CONC.R-11- WIIH SIADCO USF I.OR 4 9/32" T/8" 4 9/3 7/0:' .0q7"X1-1/:" STOP \All S R=F-R -O nFTAI C -OR MINIVIN FMBFOM ATT AND c'AC;INO. 7. ALL N -O DE CO;FL RESISTANT. 8. L_A.T,.E BE NSTAL.AT'.�N ANCHORS S-14LL G_ INS-D,-LED IN ACCORDANCE *IT- ANCHOR MANU-ACI-i-R'.S INS AI I A ION INS RUC IONS AN;? ANCHORS S-AI I N.m R- llwri 4 1 1611 ALUMINUM SOFFIT- SOLID AND VENTED iI18$TRATF , W TH STTTFNCT-S 17SS THAN T-F MINIMUM . RMGTH EP=CIF 7D BF Otis: A, WOOD MINIMUM 5PEC 9C ORAYI-Y C- O 0,42 Cl) s105 H28 S. CONCRCT= - MINIMUM ''OMPRCSSIV: STRENGT OF 31192 P$I. VENTEVAREA.22 AWtI VENTED VERSION VfNTEO AREAL 20.23 NF27NEAR FOOT C. MA,`x7VRY - S'RENGTII CONFC•RMiNCC TO AG•-M C-frC, GRADE 14, -I== 1 (OR GREATER). - } IMPACT RATNIJG DMKwPRES4URE RAT iNM JMPACT RA7iNCr I PESTBN PRESSURE RATING+ IMPACT RATING AESH..N PRFSSVRE AA71W +54.2PSF Wft t38.4PSF NUNS t31.1PSF 1VONE WN1:7YW9TALLEOIN !2"OVERTIM"J WHEN gA4TA4E0 W1B'O'IERHAM1X4 WHET•'INSTA;,LE'JM'2A'OYEiTr•WNO f I 1/2" � r 1 % F CHANNEL 8f0_-kW ALLWflVIJM .0I2"TMCK j 1 /2" t rsJ J CHANNEL 3105.M28ALU,WWVM.0i2" TH12-9 -A3_E CF CONTENTS SHE_ NU. DES"AlPlION PROFILES AND NOTES INS AILLATION OE-A,LS AND COMPONEN-S Al PHA Al UM NUM W. 1710 PREMIER ROW ORI ANDO, H 67HOP 16" AIUMINUM 513F*II 'ROFLES AND NO-_S li*G AY.'. Y.L. 00- 02193 NTS =i4T 08/05/13 41ET1 OF 4 L AOSEPTC LOM46 P.E. 141} {T[XJ RV RC LEJAI.WVILLE. A1927C,23 G.4-&1FG6'Lkl 'Rfu�agVrta•.^i. Vs xm C SIGNED: M2S/2021 11r; a fi *= * OF -�vli II11�1"� Lu-s R: Lamcs P.L. rL No.: 62514 r. vtalxC. RY 0MRIPTION UATE +._P7p•:3 R_Y15L3 WILS D & 6 AND ULIAL C D51111110e1 FI.L RAME 3U -DING RAM* HIlI I:ING ,- * AMh RUII DING 4-Z 5Y OTHERS ;1 V OT-`_RS f `Wit.: -HIS IS NOT A BRACE r o k-4 IIIS IS FATir OF Tlll.i u NOT A DRACC. r = _ '_y -I IIS I,�i NO- A. 3Fl.;GC !�-,.� cr THIS S PART OF � / -HIS IS PART OF BCC- TRU" 'YSTLM ROOF TRUSS SYSTM 5 � �;_ / R007 -RUSS SYSTFY I f SEE �•;1 EXTERIOR SEE L SE- �1 ! t--.1X FIJRRNC. AILS DETA _ C DETAILS SF= / STRIP 1n1 d ANU G SHELI 4 , B AND C '1*INI C SFF SFF I .'Hall '} ._._'---- SHt-1 SHh-I ' DFTAIIS 1' G-fAll ii A. B AND , SHEET 4 12' Ov7_RHANG - 16" CVERHA,NG SHEET 4 SE- DETA.I_ C' SHEET 4 12'0VERHANG INS TALLATIONDETA IL 16` OVERHANG IN9TALLATIONDETAIL 12^ ha,tX O.C, 2L` OVERHANG - 24" OVERHANG INSTALLATION DETAIL SIGNED: 0912MO21 A_PHADA�U�I�kUMNC. �oki!It'04lylf`ff. ROW 0 -ANDO, -L 32809 16" ALUMINUM SOFFI- _*' li 6 1*; INS-ALLATIGN DE-ALS � g04A7�` F,,ANw nrin Na. mN' �'e`q!••.fi�fdRldA+" �ti V NTS 08/05/13 08-D719i3 CF 4 r jQli AIAiln`•�`�• iO L R06EAF0L7si73AE Luis R. Lomas P.E. 434-M-L*04 HOLEIYY rbme, NC �7 FL No.: 62514 43i-d9B-11ROS flbnas�'ramespe.avn ITEM NO.: PART NUMBER I DESCRIPTION I MANUFACTURER I MATERIAL 1 St7FFIT AI PHA AI I IMINUM NC AI IIMiNI1M 3fn,"?S 2 F CHANNEL JALPHA ALUMINUM INC ALUMINUM 3105411245 3 J CHAPNtL JALFHA ALUMINUM INC IALUMINUM 310 H28 F*'AM* 9011 DING 51 OTH05 THIS IS NOT A BRACE IHIS 15 P,%RI OF `iCUF IRUSS SYSI-M t- SFr L'ETRIL5 A.DAND C SI E-7 12" Pi-RHAiC 12"OVERHANG WSTALLATIONDETAIL 1/4" MIN LM8_DMLNI DETAIL A WOOD FAA?, AU;NSTALLATh7N W."F CMANNEI-,ANO NAILS. WOOD FRAMING WSTALLATICW Vl.' F 04ANIVEL AND STAPLES *RA F HUII M14 BY U HLHS I TIIIS ]cc NOT A BRA'C= + -.LTHIS IS PART OF ROO- -BLISS SY37- ke {1 - l 1 S-_ F 1- =F �1 SF= - DETAIL E -" c PJLS DETAIL 3 S ICE 4 A, G AND C G11E7 CT 4 109 OV RHANO. 16" OVERHANG MTALLATION DETAIL 1 3/4 TRIM' PAINTED SS NAIL W/5/16" -EAD :GAM -ER IOU,11­1: 21" MAX O.C. 3/8' MIN tDs_ uls Ar<e_ DETAIL D FURRJNG STRIP INSTAI I ATION 8d" pVEA+NANG NEr61JN5 RN CI11PnnN OAi1- AFFln1.>-n G I RF'.15FD N^TF5 F ,It a ANCCFTAI C rl9/-7/7021 R.I FRAME BUILDING By O-HFRa TIIIS IS NOT .A DR.ACC1 THIS IS PART OF POO- TRLISS SYSTF64 EXTFRIOR Ili FL+rr41NG _ SF- ��/ 1t S-RIP S=F DETA S �- ,� -PJL E A, D AND C 5 _ET 4 SIICCT SEE DZAIL D S1-Er- 4 12" MAX G.C. 24" Ov=RHANO 24" OVERHANG INSTALLATION DETAIL ALPHA ALUM NUM INC. ^ /1 0 '.?tMIER ROW 02-NDO, FL 32a04 18" ALUMINUM SOFFIT '`S-ALLATION DETAILS DRANK: tlV(G tiC. V.L. 08 02195 4CALE NTS G'lE 05/05/13 sHEEr2 OF 4 r. aORP"n I LAWS. P.A rsrr Kkkl + nm::M I rHa5tm r r. W, pe-op? i'ts•GRn'.;�(..9 .FryTL.cfgNMndU' 9 mm 1 3/4" 1 M NAINI _b SS NAIL W/5/1E" F-A,: DVJd* *4 PER PANE_ 3/4"7 1/4" '_ROWN STAPI r PFF< PAN* =ASCIA 3/44X1/4" CROMyN S7AFLES IOCAI-D 24' MAX O C- IN DAA40ND PATTERN MIN EMBEDMENT 1X OR 7X OCK 3/4`x1/4 CROWN STAPLE OR 3/8-X 4/9" S AP - 1 OC.AT= {.1' .AT EACH CROOVr- 1/4" FASCIA JP 1 ,3/4" Ti M PAINT-o $5 NAIL 3/6" MIN W/5/1[E":I-=AD r11AMFTFR h UC* DISIANC* - SIGNED: 09l2312021 1. �."•;,NC, E NSA ydyff- , TAT= OF yE •:iORIC�:•\�� C ��I�lII111��C�y1\ _Lls R. Lomas P.L. FL Na,: 625' 4 REv5ga5 Rn' .Mr.QFnaN nir A�PR�JU C J RF'. SF0 W-TFS F R: n Mn r.=T.y f. TA/17/7C21 3.1 . FDCF TIHhR 3,/,L"k I /4" CROViN a AP.L 0H S/8"XS/8" SIAPIF LOCATED 24" MAX. O,C, J_CIIANNE_ TO BE =L4SH WITH FASCIA FASCIA DY OTHERS DETAIL Q WDDD FRAIJUJG INSTALLATION WRN.LCHANNF[ S/ 8" BLIWELq f STAPL_S Reviewed for Cade 1 Compliance Universal Engineering Sciences J _OC,AT_D 24 MAX O.C. � 3/8' 3--W=N C MBEDL2 =NT SSMINI DETAIL E STAP_EG WOW FRAMING IMSTAT LATItW DETAIL F �� _ J/B" MIN FASCIA SIOE STAPLE D!AMLViV PATTERN FT.iGF DISTANO7 t •° o97" X 1 1/2- NAL - - MINIMUM . e OR S UB INALd'- LOCAIaD 24" K?% O.C. t S-UCCO FIN C. orf OTI ]CPS f MASONW/CONCRET DETAIL C 3Y OTHERS AmsoNRYXtONCRETE LN&TALtATnV Wf F CHANNEL AMD NANL5 REF£RTO MOTE 6FOR EM13F17MENT' ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUNINL'M SOFFIT INSTALLATION DETAILS ORwIN: DM W. V._. 08 02193 `-a'LE NTS r' 08/D5/13 SHE-74 OF 4 L. R08ERTJLOws P.E. 4.P .r.7nFhan Rn 1 Fw'a'tl11! F. W P7fil .:;w-SFN•L'6Q4 rlHtmn;.p.Mx:as'rJ cem G SIGNED: 0028,2021 `titiNS R. L Oifrfi y.%EIVs� W.g41's Lu-s R. Lamcs P.L. rL No.: 62511 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.com 4 AA #: 0003325 J 44 W W V W W q CA ::1" F -A 0,4 r4 q Z Q U A 0 ti W i SXMDIV. & LOT: EXPRESS MASTER PA PROJECT* MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 11 2022 MICHAEL C. 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C ARCHITECT: STATE OF FL.ORIDA IM _ F E B 1 1 2022 ICHAEL C. ANDERSON AR NO 17305 DFAINT ATE- 02/09/02 SCALE: 1/4"=1'-0"