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Home My WebLink AboutBuilding Plans99 ❑2 a III / 5 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FWRMA DURDINC CODES PITON (2020) CAL AND STATECODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -MINSIN INTERIOR FIN SH — CLASS B PALM BAY, FL 32907 ®BASIC WIND SPEED — Vu1t=160 MPH TEL: (321) 733-7092 -EXPOSURE Casd=124 MPH FAX: (321) 733-7972 1—STORY RESIDENCE .2-STORY RESIDENCE - MAX. HEIGHT AS PER L( AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, 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. wel IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT - PORCH 43 SQ. FT - COVERED LANAI S0 50. FT. TOTAL 3165 SQ. FT. A/C VOLUME 22403 r ! .rl► LDRIVE NE, PAL.MBAY, __733-7092 Fax: (321) 7313-7972 ABBREVIATIONS REVISIONS AEV. ABOVE LAV. LAVATORY DATE DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET ®6%28AT 102/13/15 2-STORY Cm CONVERSION 12/15/11 APPLIED COMMENTS FROM M. SEAY ALT. AMP.. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM 01/15/18 BID SET ISSUED BD. BOARD M.T. METAL THRESHOLD CL CENTER TINE MTD. MOUNTED - ADDED ELEV. 'J' # 'K' WITH SIDING PER MARK BOWES CAB. CABINET MIL. METAL CLG. CLR. CEILING CLEAR N.T.S.. O.C.ON NOT TO SCALE CENTER 02120AB 511D SET RE -ISSUED CONE CPT. CONCRETE CARPET PL P.B. PUSH BUTTON T NE PUSH BUTTON TO 04AII18 FOOTING REVISIONS PER M. -OWES 08/11U18 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL - C.T. D. CERAMIC TILE DRYER PH. PLT PHONE PLATE, 01/26/19 — DETAIL- 'ADDING BAR TO 5OND BEAM' ADDED TO 81.2A DBL. DOUBLE PLYWD. PLYWOOD.... ' D.G. DUAL GLAZED PR.. PAIR 02/26/i9 -- PLAN MAINTENANCE DIA. DIAMETER P.T. PRESSURE TREATED DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR D DR.R. DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR 04125/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON 04/25/15 __. {WISED HVAC VOLUMES ON SOFT CALC SCHEDULE D.S. DTL. DOWNSPOUT DETAIL RM, R.O. ROOM ROUGH OPENING --- D.W. DISHWASHER S.C. SOLIDCOREEXTDR 04126AS UPDATED LEDGER BOLT SIZE 4 SPACM EA. EACH S.D. SMOKE DETECTOR 06/19/19 - REVISED [-JOIST LAYOUT ELEV. ELEVATION S.H. SINGLE HUNG EQ. EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING 06/21A9 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK $OWES EXT. F.G./FX. EXTERIOR FIXED GLASS SHWR. SrM. SHOWER SIMILAR. 09/13/19 LEDGER 50LT SPACING REVISED 11/15/19 ADDED COCOA PLUMBING RISER F.G. FIN. FUEL GAS FINISH SL SL. GL SLIDING SLIDING CLASS 01/01/20 -- REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD, STANDARD FLUOR. .FLUORESCENT SWS-. SHEAR WALL FR. DR.. FRENCH DOOR SECTION 05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL FIG. GA. FOOTING GAUGE TEMP. THK.. TEMPERED GLASS THICK 01/01/21 2020 FBC UPDATE 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. OR HT HEIGHT W/ WITH INSUL. INSULATION WD WOOD --�--- -�— ----T- INT INTERIOR WDW. WINDOW _ W/H WATER HEATER W.I. WROUGHT IRON ------ -- 9. u INDEX F' DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" 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 Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEETv PG Sl-FOUNDA.TION PLAN PG Sl AA -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 DESCRIPTION PG S3-FIRST FLOOR FRAMING PLAN Reviewed forC-Ode PG S3.1A-DETAILS Compliance Universal Engineering PG S3.113-DETAILS ER Sciences 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 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 IBL.TRDIV. de T: CREEIKSIDE PHASE II LOT #33 FROJECT 04321.200 033R2 MODELS: 4EH13 rr2605-HAYDEN" GARAGE .SIDING: RICT'HT ]PAGE: C O,JER SHEET 60 MPH EXP F fTECT= Ft_OR�DA ILI 00 JA AN1E,SON 1 '3CJ5 '-x%�L'" y 101 18 21 .DATE- 1 SCAI : 1/4"=I9-099 GENERAL NOTES SI1E WORK TIMBER 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 1. ALL WORK 7th EDITION, (2020) . ALL REFERENCED CHAPTERS CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN; A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. 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. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS R IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE D. TRUSS PLATE INSTITUTE: DESIGNED AND INSTALLED IN ACCORDANCE ITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E APA - THE ENGINEERED WOOD ASSOCIATION: 3, DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECI IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS I DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ' 4. THE CONTRACTOR SHALL BRING ERRORS AND MISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS I THE - AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AN IOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETYAND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRE COD -S. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. . 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING DEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING �� CONSTRUCTION UNTIL PERMANENT MEMBERS A E COMPLETELY INSTALLED. 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 FORALL SIMILAR CONDITIONS, REQUIREMENTS. Z WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %"PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENG NEE 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 3 GPM EACH. WHICH COMPLIES WITH ALL AL CODES HAVING JURISTICTION; INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOPPIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6: NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PAC ' GE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EMRIORWAUCOVERIN1118 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2. AS PER SECTION R30T OPENINGS FROM A PRIVATE GARAGE DIRECTLY ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BE BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH IN GARAGE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1 318 INCHE S IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF ME100R FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAG AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONST UCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1l2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE. ASTM-C926.18b, ASTM-Cl063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN'/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABO E BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2" GYPSUM BOARD. R302.7, EXTERIOR CEWNGS 1. EXTERIOR CEILING TO BE 1l2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1l2" 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 1 CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ 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 ID Sciences CONTROL DATE: 12/10/20 (RM) S UBDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHH "2605- H_AYDEN" GARAGE S W3[NG: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. ARCI ff F__CT: STATE OF FLORIDA i JAN 2 7 20ZI,` AR NO 17308 DATE: 01/18/21 :SCALE: 1 /4"= V - 0 °' SI�EET Gr N SROUND WIND DESIGN SEISMIC I 5uca=L. I Iv u yrlwc rTc�rl SNOW SPEED TOPOCsRAPI-IIC DESIGN r WEATHERING' FROST LIbE TEtatlltE LOAD (MPH) ELECTS" CATAGORY DEPTH NA 160 C NA NEGLIGABLE NA VERY HEAVY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10S PRE-ENG TRUSS DOUBLE TOP PLATE 2x CONTNOUS STRESS pL0004 MID WALL SP4e32' OL. MAX 2x STUDS a IS' OL. MAX, UDN 29 SUUED PM P AND SOAS FAUl1NEIR SCHEDULE IST FLOOR ENDS TO 2ND FLOOR STUDS SM?1 MSTA-36 e 32' OZ. MAX PRE-ENG FLOOR TRUSS 11 e1 uIINTER ICE BARRIER FLOOD AIR MEAN DESIC�I UNDERTLAYMENT HAZARDS a FREEZING =L TEMP' REQUIREDx INDEX' TEMP! 42 NA SEE SURVEY NA NA 21'-10" COVEM LANAI 10'-01, I 11'-01 S'-4' I I ® 6068 SfaD. i 4�.H.5. ®(2) 3052-SH I 127-4 i e ROOM I A II 1 1 II I O z ®1® CD® !� Vic r ♦ •il I I c KUM I CLG ♦♦,I i 1 I 1 2868 c0 ' � I 1 s'-®° a' -a° 0 -011 I 4'-01 _ - `� 1 `r RE Pi 1 Ao11 1 UVING ROOM 8'-8' GLG. 3052 ❑2 1=es�w 12'-4" C'rll',M nin o.• LIF, : ;*2i, SC STAIR ' A '�'MR15 TREADS •i U •:� oa — �V AS REG. DOUBLE TOP PLATE 2STUDS a 16' Or -MAX, -' B .PER CODE. II 1 2x COWIN" STRESS SECURE MT. PLATE TO STUD W/ BLOCKNG MID WALL SIMPSON SP4 o32' OL. MAX SECURE MT. PLATE TO SLAG UV;'xe' ANCHOR MOLT Wr 2' III WASHER T' EM15ED. MIN. a 32' GARAGE WlEbSWT OF .. ANN ITH SLOPE SE011REP FORFORE EXPANSION F1,EX G III b FOY81-8' GLG. zu ISMTS IV eMPeoNeP4. + 8'-8' GLG. III o 8'-8' CLG. - 32' OL. MAXLo III _ a 4' CONC. RESFORCED UU 6°X6' WIAXWIA III 4 ct� TRANS WUF Ole FIMEI@1ESH -C 6-MIL. VAPOR III ` 2 - I0" z K RETARDER ON IICI L-COMPALIEP CLEAN �u FILL. TERMITE TREATMENT TO BE - m U 4" 1'-0' 4' MORA-CAIRE APPLIED AT FRAMN6. 0 ss (2) •S REBAR ON CHAIRS I'-S' t 5 (2) 3052-SH A2 STORY INT. WALL AT GARAGE -8" SCALE: Ire'a1'-0' BPORM 8' GLG. 16'-O' X 1'-0' O.H. 1 ' _I 741 r-T tt ---- ----- - - ' , : 11 -4 ° 8 -0" 20' -4° °. �,. .. 39'_g s, • � � ` v�. F:CY yak aa>......w...uD ..�.. .� .y s x� >ml .uyyaM.mvM[[��vaa+uh�piCa��.''a..3 0 4 Y Ofx`°� iT .ut .R i a ivy >. T40S3T zSI C-t mu, 1.`gme' .W.W7� r4. N °<s .4lka*iffla��aa. FUG COMPONRUT`>A i CUMOM0 PRESSURE ZONES COfuPORW AND b; N3G W D LOAN BASIC WIND BMW FOR SEC= GUSTS OP9NM SUM ZONE 0 WH WW NO FBIIAW AND TYPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA Sj3D. MIN. 41 5 34/-4-1 CRITERIA 8010 O.H.D. 56 5 32B/-38 16010 O.H.D. 112 5 31.0/-34.6 SOFFIT N/A 5 31b/-36B 68.29/ IF ROOF TILE N/A 3 -55,2g APPLICABLE MONOW BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01/ 21 SQ.FT. CALC.'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43*1 SQ. FT. PORCH 43 SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 22403 SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 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 3/15' (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 8 ITS ATTIC AREA BY NOT LESS THAN 1ie"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ne'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 - 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 IIIIII,©I■��® MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A I 127-4 i e ROOM I A II 1 1 II I O z ®1® CD® !� Vic r ♦ •il I I c KUM I CLG ♦♦,I i 1 I 1 2868 c0 ' � I 1 s'-®° a' -a° 0 -011 I 4'-01 _ - `� 1 `r RE Pi 1 Ao11 1 UVING ROOM 8'-8' GLG. 3052 ❑2 1=es�w 12'-4" C'rll',M nin o.• LIF, : ;*2i, SC STAIR ' A '�'MR15 TREADS •i U •:� oa — �V AS REG. DOUBLE TOP PLATE 2STUDS a 16' Or -MAX, -' B .PER CODE. II 1 2x COWIN" STRESS SECURE MT. PLATE TO STUD W/ BLOCKNG MID WALL SIMPSON SP4 o32' OL. MAX SECURE MT. PLATE TO SLAG UV;'xe' ANCHOR MOLT Wr 2' III WASHER T' EM15ED. MIN. a 32' GARAGE WlEbSWT OF .. ANN ITH SLOPE SE011REP FORFORE EXPANSION F1,EX G III b FOY81-8' GLG. zu ISMTS IV eMPeoNeP4. + 8'-8' GLG. III o 8'-8' CLG. - 32' OL. MAXLo III _ a 4' CONC. RESFORCED UU 6°X6' WIAXWIA III 4 ct� TRANS WUF Ole FIMEI@1ESH -C 6-MIL. VAPOR III ` 2 - I0" z K RETARDER ON IICI L-COMPALIEP CLEAN �u FILL. TERMITE TREATMENT TO BE - m U 4" 1'-0' 4' MORA-CAIRE APPLIED AT FRAMN6. 0 ss (2) •S REBAR ON CHAIRS I'-S' t 5 (2) 3052-SH A2 STORY INT. WALL AT GARAGE -8" SCALE: Ire'a1'-0' BPORM 8' GLG. 16'-O' X 1'-0' O.H. 1 ' _I 741 r-T tt ---- ----- - - ' , : 11 -4 ° 8 -0" 20' -4° °. �,. .. 39'_g s, • � � ` v�. F:CY yak aa>......w...uD ..�.. .� .y s x� >ml .uyyaM.mvM[[��vaa+uh�piCa��.''a..3 0 4 Y Ofx`°� iT .ut .R i a ivy >. T40S3T zSI C-t mu, 1.`gme' .W.W7� r4. N °<s .4lka*iffla��aa. FUG COMPONRUT`>A i CUMOM0 PRESSURE ZONES COfuPORW AND b; N3G W D LOAN BASIC WIND BMW FOR SEC= GUSTS OP9NM SUM ZONE 0 WH WW NO FBIIAW AND TYPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA Sj3D. MIN. 41 5 34/-4-1 CRITERIA 8010 O.H.D. 56 5 32B/-38 16010 O.H.D. 112 5 31.0/-34.6 SOFFIT N/A 5 31b/-36B 68.29/ IF ROOF TILE N/A 3 -55,2g APPLICABLE MONOW BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01/ 21 SQ.FT. CALC.'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43*1 SQ. FT. PORCH 43 SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 22403 SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 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 3/15' (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 8 ITS ATTIC AREA BY NOT LESS THAN 1ie"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ne'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 - 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 IIIIII,©I■��® MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A UVING ROOM 8'-8' GLG. 3052 ❑2 1=es�w 12'-4" C'rll',M nin o.• LIF, : ;*2i, SC STAIR ' A '�'MR15 TREADS •i U •:� oa — �V AS REG. DOUBLE TOP PLATE 2STUDS a 16' Or -MAX, -' B .PER CODE. II 1 2x COWIN" STRESS SECURE MT. PLATE TO STUD W/ BLOCKNG MID WALL SIMPSON SP4 o32' OL. MAX SECURE MT. PLATE TO SLAG UV;'xe' ANCHOR MOLT Wr 2' III WASHER T' EM15ED. MIN. a 32' GARAGE WlEbSWT OF .. ANN ITH SLOPE SE011REP FORFORE EXPANSION F1,EX G III b FOY81-8' GLG. zu ISMTS IV eMPeoNeP4. + 8'-8' GLG. III o 8'-8' CLG. - 32' OL. MAXLo III _ a 4' CONC. RESFORCED UU 6°X6' WIAXWIA III 4 ct� TRANS WUF Ole FIMEI@1ESH -C 6-MIL. VAPOR III ` 2 - I0" z K RETARDER ON IICI L-COMPALIEP CLEAN �u FILL. TERMITE TREATMENT TO BE - m U 4" 1'-0' 4' MORA-CAIRE APPLIED AT FRAMN6. 0 ss (2) •S REBAR ON CHAIRS I'-S' t 5 (2) 3052-SH A2 STORY INT. WALL AT GARAGE -8" SCALE: Ire'a1'-0' BPORM 8' GLG. 16'-O' X 1'-0' O.H. 1 ' _I 741 r-T tt ---- ----- - - ' , : 11 -4 ° 8 -0" 20' -4° °. �,. .. 39'_g s, • � � ` v�. F:CY yak aa>......w...uD ..�.. .� .y s x� >ml .uyyaM.mvM[[��vaa+uh�piCa��.''a..3 0 4 Y Ofx`°� iT .ut .R i a ivy >. T40S3T zSI C-t mu, 1.`gme' .W.W7� r4. N °<s .4lka*iffla��aa. FUG COMPONRUT`>A i CUMOM0 PRESSURE ZONES COfuPORW AND b; N3G W D LOAN BASIC WIND BMW FOR SEC= GUSTS OP9NM SUM ZONE 0 WH WW NO FBIIAW AND TYPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA Sj3D. MIN. 41 5 34/-4-1 CRITERIA 8010 O.H.D. 56 5 32B/-38 16010 O.H.D. 112 5 31.0/-34.6 SOFFIT N/A 5 31b/-36B 68.29/ IF ROOF TILE N/A 3 -55,2g APPLICABLE MONOW BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01/ 21 SQ.FT. CALC.'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43*1 SQ. FT. PORCH 43 SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 22403 SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 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 3/15' (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 8 ITS ATTIC AREA BY NOT LESS THAN 1ie"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ne'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 - 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 IIIIII,©I■��® MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A x� >ml .uyyaM.mvM[[��vaa+uh�piCa��.''a..3 0 4 Y Ofx`°� iT .ut .R i a ivy >. T40S3T zSI C-t mu, 1.`gme' .W.W7� r4. N °<s .4lka*iffla��aa. FUG COMPONRUT`>A i CUMOM0 PRESSURE ZONES COfuPORW AND b; N3G W D LOAN BASIC WIND BMW FOR SEC= GUSTS OP9NM SUM ZONE 0 WH WW NO FBIIAW AND TYPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA Sj3D. MIN. 41 5 34/-4-1 CRITERIA 8010 O.H.D. 56 5 32B/-38 16010 O.H.D. 112 5 31.0/-34.6 SOFFIT N/A 5 31b/-36B 68.29/ IF ROOF TILE N/A 3 -55,2g APPLICABLE MONOW BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01/ 21 SQ.FT. CALC.'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43*1 SQ. FT. PORCH 43 SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 22403 SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 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 3/15' (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 8 ITS ATTIC AREA BY NOT LESS THAN 1ie"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ne'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 - 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 IIIIII,©I■��® MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 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 3/15' (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 8 ITS ATTIC AREA BY NOT LESS THAN 1ie"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ne'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 - 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 IIIIII,©I■��® MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A MASONRY/FRAME WALL LEGEND 11 8'-8' BLOCK WALL U.N.O ON PLANS BRG. HGT. VARIES S' BLOCK WALL UN.O ON PLANS IS'-8' BRG. INTERIOR � 5W.x. WALL U.N.O. ON PLANS 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE Reviewed for Code Compliance Universal Engineering [a Sciences 2194 HWYAIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Di003325 SlUBDIV. 8e ]LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 BdODEI. 4EHB "2605—IJAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN .60 MPH EXP. ARCHII MCT: STATE OF FLORIDA LA_272021` MII"EL C. ANDERSOP AR N0 17305 PRINT 21 18 DATE: 01 / f SCAM: 114"=1' — O" SHEET A I OBL. FOP PLATE 0 m A BAR @DETAIL q D D C C LL D u D 7 ARCH DTL. B SCALE: 1/2'=i'-O' 42' H. HALF WALL W/ CAP 3/4' TAG SUB FLOOR GLUED t SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR. 8'-8' BRCS. HGT (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING / SECURE TREADS TO STRINGER W/(3P8 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR 61-4EATWING INE 71 PRE-'D \ -- FLOORINENGG SYSTEM (SEE FLOOR \ FRAMING SHEET) \ \ /4' KICK PLATE r' MAx. NOTE: \ NOSING STAIRS RISERS TO CONFORM TO FBCR -ITH 10, EDITION (2020) \ MIN. 'n MIN. TREAD•10' MAX RISER•1 3/4' 3/16" STAIR DATA: \ Jnn MAX VARIATION IN OTHER 3/8' M6 15 T EAOS ADJACENT TO EACH OTHER 3A MAX S T 0 R . VARIATION IN ANY RISERPI'REAp HANDRAIL 15 TREADS g 10 + 1 NOSINCx CIRCULAR GROSS SECTION DIA. TO BE t I/4' \ +-1/4' OR PROVIDE EQUIVALENT 3-2x12 SYP STRINGER \ GRASPABILITY WINDERS- MIN. 6 WIDE • REINFORCED W/2X4 SPF NARROW END MIN. 11' WIpTH IN12' FROM W/CONT. BEAD OF \ NARROW END 34' MIN. HANDRAIL HGT. SUB -FLOOR ADHESIVE \ PL-400 OR SIMILARE • \ NOTE: EA HORIZONTAL RUN *ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-INFORCING THE ENCLOSED SIDE WITH 1/2' GYPSUM ® EA. 2 X 12 STRINGER BOARDS. FBCR 302.71. SECURE W/12d 6'-8 OiC. STAIR SECTION C aZ z� �W �U MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX AHU 42' H. 1/2 WALL W/ CAP HANDRAIL a 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" AS PER FBCR RVI.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1a"+ 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/811 . 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION *01.8.1 / F.B.G. 2020 HANDRAIL SECTION Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W U F W a A r SUBDIY. 8a LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS DETAILS 60 MPH EXP. ARCHITECT-. STATE OF FLORIDA Ava�� JAN 2' 1 2021 MICHAEL C. ANDERSON AR NO 17305 .r-JM.rr ` DATE: 01 18 21 SCALE: 1/4"= l' — 0" SHEET Al 3C -8 12'-0" 2'-4 _4 _S 17'_411 li 3052-SN Is 11 EGRESS (2) 3052- H B � I e sIx a 6— `� BEDROOMP r I Lr � — a'-s' cLG. 8,_Sr CLa 3-Sr + - V•6 4'-0" n 121-0" - I BATH #3 VIC 8' - Q TUB/ .0 HL 2'-4" 14'-0" 51 s�s2^sI� ►• N ►�f y VVV ID ►�.�j�� ply►'�.'.�.�.'� ID �.�.�.�.'.'.�./0 �� r 4'-2 GIV E r I I OPT ° �PTi I D' ii c L=i _ u 2040-5 ] (2) 3052-51-1 TEMP i EGRESS �— ----J 101_01 8 _0 5 _4 21_4" 4'-0" 81-0" 0 13'-ram" � 13-4 2 4 2 4 - SECOND FLOOR PLAN SCALE: 1/4 = I'-0' -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF 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 I�O�f Reviewed for Code a] Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL773lDI1�. iiC Jri2T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEIz 4EHB "2605— HAYDEN" GARAQrE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. ARCMECT- STATE OF FLORIDA ,5 JAN 2 1 2021, - � MIOIii4EL C.� AilV90N AR NO 17SM PRINT 2118 DATE: 01 _ / % SC :1/4"=1'-0" SHEET Reviewed for Code a] Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL773lDI1�. iiC Jri2T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEIz 4EHB "2605— HAYDEN" GARAQrE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. ARCMECT- STATE OF FLORIDA ,5 JAN 2 1 2021, - � MIOIii4EL C.� AilV90N AR NO 17SM PRINT 2118 DATE: 01 _ / % SC :1/4"=1'-0" SHEET SHINGLE 26'-8" BLDG. HGT. I P 12 F'rPON 18,X50, DECORATIVE SPUTTER OR ro' RAISED EQUIVALENT SAND lb'-5' 2ND BRCS. I-CsT. 'w5RG. I-4GT. F_ 0. _FYPON 18"X&3' DECORATIVE OR ElSHUTTER EQUIVALENT CRICKET- 4'RA16ED BAND ro'RAISED A HAND (TYP.) I I 12 10'-0 3/4",.k 0 3/4" ��_OFIN. FLR 2ND FIN. FLR.F — - — - — -- — - 40 2LN &1-15" �:n. 8' B" CLG� �4GT. - - - - - - - - - - - - - - - - - - - - - - FNTRY`�' RAISED SAND X �6 —OFT. COACH b LIGHT TYP. Uj-[M 12 4' RAISED-,,� ibEA EM 5AND (TYP.) (P r4 1-0 " FIN. F -L. R. 0'- 0' FIN, F-L.R.* 10 ' 1D "ONT ELEVATIO SCALE: 114 - P-O' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER F5CR R103.4 16-8' 2ND NC;T. 4-- OFF RIDGE VENT 101-0 3/4" 2ND - — - — - — - — - — - — - — - — - 4 12 FIN. FLR./5RG. HGT. B'-W CLG. HGT.s I I kI - — - — - — - — - — - — - — - — - — - — - "A TYP. ii X4_56 TYP. PI-o" FIN. FLR-dio---- .41 - -- — - — - — - — - — - — - — - — ---- L!,M11111 JI NATION SCALE: R 'LE SCALE: 1/4 = 1'-0TEXTURED FINISH ILI; 2,11D rLR. _01 ol0'-0304'2NDFLIR. F IN. HGT. 5'-81' CL.G. 1-4GT. _ 1001-011FIN. FLI'R. MODEL 2605-HAYIDEN14EHO (2-Story) AREA OF ATTIC 1541 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 15.41/300 5.14 SQ, FT. 5,14 SQ, IN. MIN. REQUIRED VENTILATION AX 73 .68 IN UPPER PORTION OF ATTIC 295.872 SO. I �N, (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF: RIDGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL, #.OF VENTS REQUIRED 2.14 TOTAL,# OF VENTS PROVIDED = 3 SOFF(TVENTILATIONAKA 7 SQ, I N, PER Ll N EAR FT (net free FE ET OF SOFFIT REQUI RI .area) 42.27 LINEAR Reviewed for Code Compliance Universal Engineering k9 Sciences 2194 HWY AIA, SUITE 30:1 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E-4 SIUB3DIV. Se LOT: CREEKS)IDE PHNS)EI 11 LOT #33 3PROJEC!r# 04321.200z033R2 _ MODEI. 4E�HB "2605-11AYDEN GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION " G" '60 MPH EXP. ARCHITECT STATE OF F:LORIDA 7 L M�6._ A-INDERSON AR N0 17305 PRINT DATE. 01/18/21 SCAIX: 1/4"=1'—O" SHEET _A'3 G W-V 2ND FLR. BRG. NCsT. 10'-0 3/4' 2ND FLR.,+ FIN. FLR./BRG. NGt. S'-5' CLG. I-IGT.00 0'-0" FIN. FLR.o, I6-8' 2ND FLR.1 __ BRG. NGT. 10'-0 3/4' 2ND FLR. _ FIN. FLR. 8'-0" BRG NGT_A,__ a ENTRY 0'-0" FIN. LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FIN15H ]RIGHT ELENATION SCALE: 1/4 = 1'-0' TEXTURED FINI5H 2ND FLR. BRCS. NGT. _ i10'-0 3/4' 2ND FLR: FIN. FLR./BRG. HST. i.8'-8" BRCS. NGT. � ENTRY �o 0'-0" FIN. FLR. LR: Reviewed for Code Compliance' Universal Engineering ID Sciences SUBDIV. & T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEX& 4EH]B "2605— HAYDEN" GARAGE SWING: RIGHT PACE: RIGHT LEFT ELEVATION )) fLI'„ 60 MPI1 EX.Iffilooll ARCI M:CT- STATE OF FILORIDA JAN 2 7 2021 J:= MMML C. ANDERSON AR NO 17305 PRINT DATE: / / Ol 18 21 _ SC :1/4"-1'-®' SHEET �ij 'rim 11 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIVV OUTLET 110V OUTLET 112 OF OUTLET WILD TO SWITCH 110V OUTLET EQWPED W/ INTERUPTER (TAMPERER (TAM RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION Up rxT. WATERPROOF T GFI OUTLET INTERRUPTER RI SWITCH SWITCH 3-WAY OPER. ID4 SWITCH 4-WAY OPER L_� WALL MOUNTED LIGHT CEILING LIGHT ® LED CLG LIGHT ® LED VAPOR PROOF LIGHT VP VAPOR PROOF LIGHT © RECESSED CAN VENT. FAN 1 CrM PER S(2 FT. D.) VENT. W/LIGHT FAN /LIG 1 CtiM PER SO. FT. VANITY LIGHT FIXTURE (SPEC'S TIED BY BUILDER) 4'X2' FLUORESCENT LIGHT 2-BUL13 WRAP AROUND (RECESSED) FLUORESCENT 2-15UL5 WRAP D LIGHT AROUND (SUR=ACE MNT.) 2' FLUORESCENT 4' FLUORESCENT y II 4' TRACTS LIGHT Il II PANEL METER BATT. BACK-UP SMOKE DETECTOR W1 HARRWIRE WALL MOUNTED MATT, BACK-UP 817 SMOKE DETECTOR W/ HARDWIS9 S/CO `l. CARBON MONOXID SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET �^ TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UND. A DISCONNECT SEE ON. T44$ SHE TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSEECTION CEILING BOX.RI=QJIRE TO SUPPORTED IN CEILING FAWLIGHT 40 ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION ¢Q� 24' INCANDESCENT LIGHT STRIP nn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PB, PUSH-BUTTON FOR CHIMES y 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 PBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 195CR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF. LIGHTING MUST BE ENERGY EFFICIENT TYPE PER EMr- ENERGY CONSERVATION (RESIDENTIAL ENERIGY EFFICIENCY) 2020. 1th EDITION R404.1 CEILING MTD. L IGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OUTLET' FOR VENT OR MICRO I OOVEM LANAI I I 0 I D G LMG ROOM I ROOM PRE -WIRED CLG FAN L_,,,A L'-- I SWITCH IN CABINET I / i I I OUTLET /TO 2ND FL. Lill I FO DW / SWITCH IGFI / I KITCHEN I I i / I I I I I \ FAN. \ / III I FLEX � LII P III PRE -WIRED II / FOYER CLG FAN II t 14f L:I 1 `\ IP.B. FOR CHIMES% i PORCH IL------ PRE -WIRED CLG FAN J ' �BDRK #2 O P.B. FOR GARAGE DOOR r P 1\ KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE \BATH#2 II IIN 0 /5OLLARD AS REQ. PER BLDG. CODE ----------------------- COACH LIGHT Nw METER FIELD VERIFY LOC. IRRIGATION OUTLET • 48' AFF. WP Panel MAIN -A PANEL: 4/10wp crt. breaker VOLTAGE: 120f,240V•1Phi MAIN; 150Amp KC,B FELDER 3-#1 CuTHWN&1-#6i U(G)in11/2"C 6R 3-#2/0ALTHWN&1-#60u(G)in11/2' C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description I Bkr I Pole I Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 1 2 1 Ispace #12 2 20 Imgation Pump 1090 3 4 Space 5 [�7 6 6240 A/C C.1) 40 2 #8 Space. $ PANEL - A PANEL: 42.ert, breaker VOLTAGE: 120 f 240 V -1Fh. MAIN: 150 Amp M.LO. FEEDER 3-#1 CuTHWN81-#6Cu(G)in11/2' C. OR 3-#2/0ALTHWN&1 #6CU(G)in. 11/2' C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description. Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave l Hood GFI 1800 3 4 #12 1 20 Si'riall Appliance 1500 5 6 4500 Water Heater 4 2 #10 # 12' 1 _ 20 Refrigerator 1500 7 8 # 12 1: 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath GFI Receptacles 1200 11 12 1500 DI shwasher GF 1 20 1 #12 #14 1 15 Foyer lFlex / Hall AFCI - -- 900 13 14 5000 Dryer GFI 30 2 #10 #14 / 15 Living Rm, Lanai, Kitchen,. On, Lts AFCI 900 15 16 Space 17 18 1500 Washer GFI 20. 1 #12 #14 1 15 S D & 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 1 15 Bedroom #3 AFCI 900 25 26 900 Owner's Bathroom AFCI 15_ 1 #14 #14 1 15 Bedroom #410pkBed #5&#8/Opt. Loft AFCI 900 27 28 1200 3ndFloor HaIUSTOZritI ILWWLautA00. 20 1- #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 30 1006 Irrigation controls only, 20: 1 #12 Space al 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C A H U (Heater 6 KVA at 65%) 5525 39 40 Space 41 42 Space --- Load subject to demand factor calculations /'line 17600. 27900 :Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS; AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON-(IOINCtICENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at :10MO 10000 Remaining watts at 40% 14200 Total A/C load 11765. LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Connected Load Walls 35965 Total Amps (watts 1240 WRs) 1 149.9 � L � LED LIGHTING C� SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TW EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR- ELECTRICAL SERVICE. PROVIDE 3 41 COPPER (CU) IN 1-1/2" DIA SCHEDULE B0 PVC CONDUIT OR PROVIDE 3 62/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE: 302/0 CU, THWN + 1% CU N 2' CONDUIT OR 3 04/0 AL, THWN • 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MOB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE EBCR 1TH EDITION (2020). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngrou p.com AA #: 0003325 �14 SU3B IV.. Se T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 n�®xiEr 4EHE "260J-IHAYDEN87 G AGE SI G: RIGHT PALE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITEj STATE QR F JABMICKAEL C. ANAR NO 17 ELECTRICAL LEGEND SYM50L DEFINITION NOTES —(-1 \//// 125V OUTLET 20 AMP SINGLE POLE 11¢+V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED �J TO SWITCH GFI 110V OUTLET EQUIPED W/GFND PAUL INTERUPTER (TAMPER RESISTANT TYPE) �} 220V OUTLET (4) WIRE CONNECTION FIFI T. TrRPRooF GROUND FAUL T " G ouTLEA INTEIRUPTER SWITCH SWITCH 3-WAY OPER W4 SWITCH 4-WAY OPER I WALL MOUNTED I� LIGHT CEILING LIGHT ® LED CLG LIGHT O VP LEE) VAPOR PROOF LIGHT OVf0 VAPOR PROOF LIGHT@ RECESSED CAN VENT. FAN I CFM PER SO. FT. VENT. FAN W/L IGHT I CFM PER Sa FT. 1 'ri/TT�T VANITY LIGHT FIXTURE (SPEC'S TEED 5Y SUILDEW FLUORESCENT T H WRAP AROUND AROUND (RECESSED) ® 41X2j FLUORESCENT LIGHT WRAP AROUND AROUND (SURFACE MNT.) 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT ® PANEL METER DETECTOR Uy SSMOKE HAIE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE C..A!®ON MONOXIDE SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ® TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A AIR CONDITIONING To E 21 �'O. DISCONNECT SEE � THIS T TELEVISION JACK CEILING BOX RE=IRED TO BE SUPPORTED IN OJ-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED N CEILING PANILIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT o LIGHT STRIP nnnnnnnn 45' INCANDESCENT LIGHT STRIP PI -.00P LIGHT OPT. SECURITY KP KEYPAD 1-1] P9- PUSH-5UTTO14 FOR CHIMES ib--� US5 PORT ' LOCATION OF TV JACKS E PHONE OUTLETS < FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING_ • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FECR 7TH EDITION (20202.4 NEC 310.12 2017 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 iCICR 7TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 7TH ED (2020) • ALL WORK 10 COMPLY WITH ELECTRICAL PROVISIONS OF THE Eft TTH ED (2020). ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15% OF LIGHTlI1* MUST BE ENERGY EFFICIENT TYPE PER F 5jC. ENE CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 7th EDITION R4041 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' ----------�\ I I I 0 0 0 0 L L 1i�4n 2'-8' 4" LED LED LIGHTING 00' DOUBLE LAV. BATH "3 11' V I _ I I ® I I I Cn I I° I LED LIGHTING DOUBLE LAV. 5ATH 01 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W v W 0 F 0. U W 4 F A r SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING-. RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. PRINT DATE: 01 18 21 SCALE: 1/4"=1'-0" SHEET E2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W y U W O F ti V 61 G7 4 F F SvsDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL• 4EHB "2605-HAYDEN" GARAGE SVOMG: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. ARCHrrECT: STATE OF FLORIDA AEI 2- E `;,�' MICEL C. -ANDERSON AR NO 17305 PRINT 01 18 21 DATE• / / SCAM: 1 /4"=1' - 0" SHEET pI I I 1----------J Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www: abdesigngroup.com AA #: 0003325 h W y U W O F 0. V W A A Cti �,UBDIV. Se . . CREEKSIDE PHASE 11 LOT J33 PROJE.CZ' 04321.200 033R2 MODEL: 4EHB "2605`- HAYDEN" GARAGE: s' G: R1ca'HT ARC i CT' STATE OF FLORIDA 2 '7 2.021 1, . M -i` iiiiiiiiiiiiiiru Rr C a 1,/4"=V-0" SHEET F� I I I I LANAI I I I I I I El IEII IE1--- -Ell a a a Ell a a a I I I DINING j LIVING 12' ROOM I ROOM BEDROOM #2 I El El 1 1 10X6 I � 10X6 120 CFM I 120 CFM 4' n I 6' 6' 12X8 0 ® I I 1t01CFM 1 + +OX6 II THRU • 0IO ® I I I ----- 120GFM II 5 1 X� ;I I i I I I I I I 45 GFM O 1 IOXb I I I I I I I I ® 3' a 120 CFM I —I— KITCHEN I BATH # O �,- I 12' 4 STOR. IOxbkEl 5 CFM 10X6 4' 120 CFM OX4 6' 15 CFM III III FLEX 10 12XD GARAGE PASS STHRU III FOYER ul El ul III a a --- i I PORCH I ' a FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' ® Reviewed for Code Compliance Universal Engineering Sciences MLM R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS GMU - IN7 INSUL R-4.1 FRAMED Wp -ADJACENT R-13 FRAMED WD -EXTERIOR R-13 CEILING ATTIC R-30 w x 0 w 4 F A sv8asv 6e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MoaEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. r,PDATE: 01/18/21 SCALE: 1/4"=1'-0" sxEET w x 0 w 4 F A sv8asv 6e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MoaEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. r,PDATE: 01/18/21 SCALE: 1/4"=1'-0" sxEET sv8asv 6e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MoaEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. r,PDATE: 01/18/21 SCALE: 1/4"=1'-0" sxEET i I L I - - _ - - - - - - SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4_I FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code In Compliance Universal Engineering Sciences F W 04 V W O K rJ 4 F A SLJHDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL 4EHB "2605- HAYDEN" GARAGE S VFMGF: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. D TE 01/18/21 SCALE: 1/4"=1'-0" SHEET M2 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL a 32' O.C. MAX FIN. FLR 2X4 TOP PLATE PRE -FAB TRUSS 2X4 WOOD STUDS ®24' O.C. NC) I t: 5 I Ups 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 24" O.G. TYP. INT. WALL (NON—BRG. 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 _ 011 TYP. 5/8' GYPSUM Bt OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8" OR 5 3/8, I/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/9, OR 5 3/81, 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 TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAP E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW n... a e�93c7�7�1=7iL� SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL J PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS ® 24' O.C. 8' CMU .4 . 1/2' GYP. WL. BD. - WOOD BASE 0'-O' FIN. FLR. °. o ,-a.. ° .. (A W/ WINDOW OPENING ti 1—STORY '—FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) SCALE: 1/2'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND SEAM - SOLID GROUT W/ (1)- "5 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0' FIN. FLR 5' DIA. SLEEVE, DO NOT CUT 2a)PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0. T� TYP. WALL SECTION U NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 1—STORY HIP BLOCK WALL 4.12 A (2) LAYER UNDERLAYMENT SCALE: 3/4' =1' -0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48be TYPE IV, OR ASTM D 6-15-1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU GAJLK AND WEAL GM LINE NOT CUT I k P„c ,LEEw FOR OM LINE BOND a' am 4M 1,21 GYP. WL BD. BARS e. '4: 2B GAS LINE THRU BLOCK D 1 SCALE: —2X4 SPF 24' O.G. MAX.—� SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — ONCE — — — . -- ' � •�r11'1 I'1��1 7 CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE e.°.. ° o. <.AA ° a G 1/1' THICK, 2 COAT - PORTLANO CEMENT M-ASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REa VERTICAL TRACK I' MIN. BY MAUF. SLIDE FASTENED TO Rod, TRACK BRACKETS W/ PRODUCT APPROVALREa a' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT 4 BACKER ROD HEATHER STRIP MOULDINGS ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' FIBERGLASS SHINGLES WiTH UNDERLAYMENT AS PER FBCR 905.u. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE `MTL. DRIP EDGE 5 \2x FASCIA PER ax. ELEVATIONS VENTED SOFFIT VWALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. . PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS n W/ WINDOW OPENING �„LTYP. WALL SECTION a U NO OPENING —STORY GABLE BLOCK WALL SCALE: 3/4' = F -m' GMU 0'-0' FIN. FLR Reviewed for Code 93 Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the well cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA'114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w Chi 0 ti 0. h W A L~ A 64 V SLJHDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. STATE OF FLORIDA JAN 2 1 2021 MICHAEL C. ANDERSON AR NO 17305 =DATE: 01/18/21 SCALE:1/4' _0" sxEET FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE FIBERGLASS SHINGLES' WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE � ER PRE-ENG WD. TRUSS PRE-ENG WD. TRUSS --- -- LEVATION 24' O.G. MAX. 24' O.G. MAX. METAL DRIP EDGE METAL DRIP EDGE BAT7 INSULATION REFER TO ENERGY fp 2x FASCIA PER ELEVATIONS GALCS FOR VALUES 2x FASCIA PER -m, VENTED o.H. 5/8' GYPSUM BOARD ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL O 10 rL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP m 0 C STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LEVATION R LEVATION 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1X2 FIRE -STOP SEE STRUCTURAL 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD LEVATION 1X2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 15ATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.50AFFD Ix2 FIRE -STOP INSUL. 3/4' T E G SUBFLOOR GLUED AND NAILED AS PER NAILING Z SCHEDULE 0 w i= �> w w �ATION ER LE NATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG.50ARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS s 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE v - a m: d. d . m:. Cs1�flE AQ.. ' . •' .. CsRpO rtl.. •' .. LOyE LINE a. Reviewed for Cade .� a'da :a Compliance 44 Universal Engineering <- Sciences 1A W WINDOW OPENING 1B WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4' = I' -0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngrou p. co m AA #: 0003325 F AN y U w 0 O F A SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SVfMG: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT. STATE OF FLORIDA r i - sir MMIAEL C. ANDERSON AR NO 17305 rscaa. a DATE: 01 18 21 SCALE: 1/4"=1'-0" 1 Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING TOP: 2X6 P.T. s CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X a' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT---7 O IN SECURE 2x4 01 FLAT TO BLK �O W/ MASONRY �0 NAILS. 51DEE 2X6 GARAGE DOOR BUCK SECURED W/ (5) I/2' X e' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �O X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (I)BUCK ATTACHMENT 8' CMU 1/2, DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" a 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 1149 WITHIN 8' OF EACH END 4 18' O_C_ MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 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 +1 1/2" B 1/INDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a, OF EACH END a IB' 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 B' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 11 WITHIN B' OF EACI-I END 4 18' O.G. MAX SPACING. a' CMU 1/2' DRYWALL I'X4' P.T. NAILER -1/1W O.S.S. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 517E J45 MIN_ HEAD 517E 300 MIN. EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 18' O-r— MAX SPACING. 2X6: SECURE TO BLOCK 13/16' TAPCCN5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/44) WITHIN 8' OF EACH END 4 18' OC_ MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECUF;ED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D i1IND011 TO BLOCK +2 1/4" 2X4: CEO SECURE TO BLOCK W/3II6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 18. OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' of EACH END 4 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) B' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. 1 Ix 71, PRO ,�.04 r 4 4�. 2x4: CM SECURE TO BLOCK W/ 3/16' 7APCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/42) WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O-C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 Is, O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPGON MIN. 1-114' EMBEDMENT INTO BLOCK I� e' CMU 1/2' DRYWALL I'X4' P_7. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2Z26 WITHIN 8' OF EACH END 4 (D' TO B' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB CPO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" rr F 2X4: CM SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 9' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAFY,ONS (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 rf 1'X4' P.T. NAILER 7/11 0.515. 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 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CBM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 16' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/O) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL.2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/1W TAPCON MIN. 1-114' EMBEDMENT INTO BLOCK LEI a' CMU 1/2' DRYWALL I'X4' P.T. NAILER 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 1/4') DOOR JAMB TO BLOCK +3 3/4" i.;WINDOW TO BLOCK +3 3/4" Reviewed for Code Compliance Universal Engineering Sciences GMU y }' DRYWALL � IX FURRING tiRIP 2XIC TO DOOR 8-1/81W FRAMING HOLD FL11514 TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RE UIREMENTS K 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. ah d es i gngrou p. com AA #: 0003325 F W rn W V W O Cam-. 0. y w q F A SLTBDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJEiCT# 04321.200 033R2 MODEL: 4EHB '2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHffECT: STATE OF FLORIDA JAN 2 7 2021 MrFML C. ANDERSON AR NO 17305 rZ%AJ' .L DATE: 01 18 21 SCALE: 1 /4"=1' — 0" SHEET _3 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E, W U O F V h 4 h q C: SVHDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING:RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ROFFLONDA So CHAEC. ANDERSON AR NO rX"Z4-a 011821 DATE• / SCALE: 1/4"=1'-0" SHEET WAI LEGEND DRAINAGE PLANE (WRS LATER #1, STUCCO WRAP) WRB LAYER 02 (FORT11=15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16" ZIP WALL SHEATHING x—x—x—x SELF-ADHE5IVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFEC11=1CATION5) STUCCO FINISH ro" SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) t51=ALANT 9 TOP 4 SIDES VENT ( BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION ri SCALE: N.T.S. ELEC. METEF VERIFY LO HI'C>=H I V MIZt >=I V= STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM A T �rI OR SIMILAR) APPLY A SILICON SASE 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 CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER °I, STUCCO WRAP WOOD SHEATHIi APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION 8' CMU WOOD SHEATHING 11*43 LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH s FASTEN TO WOOD STRUCTURAL MEMBER • l' O.C. MAX Ys' TON MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 ST F #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T F #3 STF #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIF15ER BUILDING PAPER 5T E f #4 !ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5 T E F #(o (� ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering °` a - sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Fes. w y U k 0 ti 0. U r7 C A 64 W 0 > SuBmv. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODET • 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA JAM 2 7 2 1 MICHAEL C. ANDE MN AR NO 17305 rscaav a 2118 DATE: 01 / / SCALE: 1/4" =1' — 0" SHEET 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH. 321-802-3591 www.abdesigngroup.com AA #: 0003325 1 h SUBDIV.. ale LOB.': CREEKSIDE PHASE II LOT #33 PROaTEC7.' 04321.200 /033R2 MODEM: 4EHB "2605- ] IAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 112 MPH EXP. C ARCHIffECT: STATE OF FILORIDA �l MICIC! .:e lt�I3Fr� PB AFC N0 1730 PRINK' DATE , 01 /18/21 SCALE: 1./411=1'-0" SHEEN' 00 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1 ; DRIP EDGE I\At '1/8" TEXTURED I FINISH -6 WOOD I �� 2X& SUa ISAND =01 01 1/2" TEXTURED + `�10 FINISH -a CMU METAL FASCIA \' WRAP Y8" FROM ()FLAN STUCCO, 1 FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1� �\ NOTE: NOTCH FOR 2X& 1 N. SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY `� ROOF DECK (BEYOND) 17.1 DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) �-1/8" TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH fl) CMU 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL E STICK aLVATI®N METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL `V =I A\I A - 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WREN LAYER 01, STUCCO WRAP (FRAME ONLY) U)R5 LAYER *2, FORTIFIBER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO SE GUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -(d" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX. 2x SUB -BAND WIV22"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C) WALL W./KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT .8 ROOT` EDGE OMITTED FOR CLARITY Reviewed for COdO Compliance Universal Engineering P3 Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V22"x4" NOTCH Q END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w m w 0 ti w 41 F a SiTHDIV. 8e LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605'-HAYDEN" GARAGE SWINGE: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHrrECT: STATE OF FLORIDA M164AEL- C. ANDERSON AR NO 17305 PRINTATE: 01 18 21 D SCALE: 1/4"=1'-0" SHEET 1 '� 39'-8 1'-10" 101.011 27'-10" ,_411 7'-411 ®� FM-12X18 -119 Im col O 00 IN - NI GD F 4" CONC. ILL wLL SLAB LLI LL Oa N in. M a o 0 — — — — FM-16x18 10'-01, 1 V-8" 15'-411 21_8" o ap ao) in X (V co `4 - 0'. D1 CID fO TOP OF rn ILL r o SLAB WU I N U 0 o w - v J 20'-5" T-5" LL 9 —L CW-12x12 1.1 00 II Ls 8 11 f-2 4 0 1 1.1 M a0 LLO II Z ♦ CWC-12x12 11O W00 ;;g -------- -- ILL v110 I n UP TO2NDFLOOR 4" VC CN,< ` a? � H w I 8 (FIELD VERIFY CHASE n II EXACT LOCATION) ` T ° 1.1 5 fi 9' 5 91 311 91.0" 2' 8" 9' 4" NI I 1 x N N. 1.1 rl w 1 #3 TRANSFER STEEL zo @ 24" O.C. MAX UI I p N N I a0 2 0 N op 1.1 0'-0" FIN. ELEV. cv N o0 co FIN. CONIC. SLAB I I col x CID11 I I 61 q I� LL 4 1 LL L — FM-16x18 — _ — CIO 0 El I<0 4 4 ILL m '� q w L— — — FM-16x18 '� 8L 4AB ' a io LLIN o — _ v ❑ N FM-16X18 ®® v r 11 4„ 8'-01' 201.41' 18'-011 2 V-8" 391.8" FOUNDATION PLAN 3 3'-6" 01_01. TOP OF SLAB ro N N 0 to 101C ZFRYMFOR V • 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0'Y 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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. 11.171NDICATES #5 BAR, DINDICATES #6 BAR,MNDICATES #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 j OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 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 12" CONTINUOUS 18' (2) #5's (+)p'-0" PFMC-16x18 16" CONTINUOUS 181.(2) #5's 20" CONTINUOUS 18" (2) #5's 16" CONTINUOUS 181.(2) #5'sVARIES 12" SEE PLAN 12" (2) #5's + 011 011 CWC-12x12 12" SEE PLAN 12" (2) #5's VARIES F-24x24 24" 24" 12" 1 (2) #5's (2) #5's (+)0"_0" TE-1 8" SEE PLAN 8"I - (1) #5's 0"-4" STRAP TO d/C SIMPSON WB CONC. W/ UNIT ROLL STRAP (2)-3/Illl OR EQUAL a TAP -CONS EACH CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2) l l 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL SCALE: 1/4" = 1'-0" yy S Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 H WY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com kb AA #: 0003325 W U li Di c F r ESUBDIV. CREEKSIDE PHASE II LOT #33 • ra' 4EHB s Rj 'GARAGE Still j ARCHrrEl STATE OF FL.ORIDA J JAN t 7121 MbIAELC. AEI WIN AR NO 17305 ilililillianommmml PRINT01/18/21 :SCALE; 1,/4"—f-0" u 30 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCINGN GROUTED STEEL REINFORCING IN GROUTED t-T sv�� •,> CELL SEE PLAN FOR SIZE AND ¢ p CELL SEE PLAN FOR SIZE AND ,. Q a SSPACING REQUIREMENTS PACING REQUIREMENTS ° '• v. Q W f `� • .. T� GARAGE DOOR Q w m U W v °`� P— v. , W RECESS .. co Ja.Q ..Lev. 7 FM J j a p 8" CMU WALL IF CORNER BARS, SAME SIZE AS LARGER BAR - z 8" CMU WALL n p = O io — o = 2 v sl IN FOUNDATION WITH 30" LEG EACH W o +_ p _p c� +- 0'-0" d 'vl WAY AT ALL CHANGES IN DIRECTIONS M TOP OF SLAB TOP01F SLAB ° SO THAT THE STEEL REINF. IS CONTINUOUS e • n.vl I v .•. ° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR a. SEE SLAB SCHEDULE ° a VARIES I. LL cV MASONRY EXT PORCH SLAB d ° ,. t 4" CHAMFER (1-STORj) W/ 1/2" ISOLATION 6" CHAMFER JOINT (WHERE APPLICABLE) Z SEE SCHEDULE 2 FOR WXD, BAR SIZE iv AND BAR QUANTITY r SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC UNITS SET a EXT. PORCH SLAB v FOOTING REINFORCEMENT SEE SCHEDULE 7'0. AT ELEV: 4" CHAMFER (1-STORY) 0'-0" W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE • i ' EE SCHEDULE APPLICABLE) Z A, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N IlkAND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO r EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=r-0�' 2 @ GARAGE SCALE:3/4"=1'-0" 3 CORNER BARS DETAIL -DOOR OPENING SCALE: 314"1 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W1 SYP No 2 STUDS SEE jW -j PLANS FOR SPACING. SINGLE 0 ( NEW REINF BAR BTM. PLATE TO BE PT. O a SECURED W/ 2-PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED a I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZ D PIPE q 8", LINO W/FLANGIf @ BASE Q p FOLLOW ALL MANF. NAIL 16" NA STAGGERED. x I SPECIFICATIONS FOR ADDITIONAL METAL CONNECTORS NOT USEAND REQUIRED WHEN NO F co PREPARATION OF W UPLIFT IS PRESENT. 4 HOLE. W W K SECURE FLANGE TO SEE SLAB SCHEDULE_ - Q SLAB W/(4) 1/4" X 2 1/4" M O O� TAPCONS Q TOP OF SLAB ° a a • •'p 4" CHAMFER (I -STORY) e. °,ice e d 6" CHAMFER (2-STORY) < ' EQ. EQ. EESCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 5 SCAL 3/4"=1'-0" V SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" (NO UPLIFT) LAPTOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. W VERIFY HEIGHT LAP TO OCCUR OVER STUD OF LL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT SECU ZE BT. PLATE TO a SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB /10d MASONRY NAIL 16" 0/ STAGGERED. ADDIT ONAL METAL co U CONN -CTORS NOT 0D zi REQUIRED WHEN NO a fr U) - Z ----- 8" CMU WALL UPLIF IS PRESENT. O io POURED LINTEL CONT. (TYP.) C) ! ' 8" CMU FILLED CELL (TYP.) co SLAB +S ,_011 •O'; ° TOP OF SLAB !_ ! • . TOP OF LAB SEE LAB SCHEDULE a ° ° .4. 2X WALL FRAMINGNNI 1/2" CIA SIMPSON ST62 BOLTS 5 ° ° SEE SLAB SCHEDULE Z 4 ar BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" TOP OFSLAB a MINIMUM EMBEDMENT INTO EXT. PORCH SLAB e a a GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION A ° 6" CHAMFER (2-STORY) 16" O.C. VERTICALLY MAX JOINT (WHERE • • R ° APPLICABLE) Z_ ° MATCH STEEL REINFORCEMENT SEE SCHEDULE 6" PVC CHASE iv PER SCHEDULE FOR WXD, BAR SIZE THRU FOOTING r W a d �> a a r .a 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FRAME BRG WALL TO FOR WXD, BAR SIZE PER SCHEDULE 9 INTERIOR FOUNDATION(N 100D WA L 11 AND BAR QUANTITY 12 PVC CHASE SCALE:3/4"=V BLOCK WALL CONNECTION THRU FOOTING SCALE. 3!4 1-0 SCALE. 3/4 =V-0" Reviewed for Code Compliance Universal Engineering Sciences BAR SIZE 48 BAR DIA #3 181, #4 24" #5 30" #6 36" #7 42" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esigrlgroup. oom L AA #: 0003325 J S CTRDIV. & LOT: CREEKS][DE PRASE 11 LOT #33 PROJECT# 04321.200 033R2 MODEL• 4EHB "2605-HAYDEN" GARAGE SSWYNG: RIGHT b LO C9 ZD N FIRST FLOOR DOWEL PLANT SCALE: 1/4" = T-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 a haw 1.1i 4BDIre & Lad 1: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EH13 "2605—HAYDEN" GARAGE S'VVAATG: RIGFIT PAGE: FIRST FLOOR DOWEL PLAIN 60 MPH EXP. ARCH CT- ��AT NOFLORIDA pA �£ N AR NO VAU49 o1 ii8J21 TE: / SCALE: ]./4-"=1'-C1" S EET 1_ a 2 E I _Z Lu O U TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK z GROUTED BOND BEAM N VARIES PER ELEV. e d d Jim W= CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. a TIE ERTICAL REBAR ` TO HORIZONTAL 'd." REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE' 3/4"=1'-0" W W oU > :3 NEW REINF. BAR d SECURED W/2-PART n� a EPDXY. MIN. EMBED J Q 6", UNO = Q FOLLOW ALL MANF. I SPECIFICATIONS FOR _ K USE AND PREPARATION OF m Z 00 HOLE. W� d 'd a •d dq d' da d d . d - .-rid o p - . STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM _ SCALE: 3/4"=l'-0" OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE' 3/4"=l'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" #5 BARS W 0 CMU UNIT DIMENSIONS ro ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 04 U W O F 0. v 4 F q V SLTBDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrrECT-- STATE OF FLORIDA 272021 MIC L C. ANMRSON AR NO 17305 ram... ` DATE: 01 18 21 I SCALE:1/4"=1'—O" SHEET S1. 2 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 1 112" 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 (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END. O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' 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 S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W h U 0 cl 4 V rn 4 F q E- r SVBDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. ARCHrrECT. STATE OF FLORIDA JAN 2 7 202t%' wCHAEL G. ANdERSON AR NO 17305 D TE 01/18/21 SCALE: 1/4"=1' — 0' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" 1. PLACE LINTEL ACROSS O F OPENING. A S5 TOP 0 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL (�G\ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING $ HEIGHT �rOF REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST -1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �p P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH O / 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 —1#5 TOP OF THE LINTEL. COURSE OF BOND BEAM 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 8x16 DBL. BOND --- TOP OF BEAM W/ (1) #5 BAR `� BOND BEAM �\O 0 EACH COURSE ® \p\G 8x8 BOND BEAM TOP OF • Q�N W/ (1) #5 BAR BOND BEAM F O F = FILLED W/GROUT' 30" TYPICAL - , I �Q U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH OF #5 S, IN 2ND BOND IF FILLED LINTEL BEAM BEAM COURSE , . #5 BAR IN BOND BEAM � i SEE NOTE 5 - A \\�' 8x8 PRE -CAST CONCRETE 6-1 T/1 M/®B LINTEL W/(1)#5BAR (L2) NOMINAL J� LENGTH OF BAR = WIDTH OF MASONRY P HEIGHT # OF #5'S, TOP CORNER <' OPENING-2 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ry BEAM DESIGNATION THAT XFXX - iT11M/OB INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=t -0" REINFORCING OF BOND BEAM 1 AND XFXX - 1TOM/0B INDICATES BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT'+ SCALE: 3/4"=1'-O" AND XUXX- 1T11M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1T10M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIC HER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN PRE -CAST a 3 1 d I G N WINDOW z SILL SLOPE zt 7p„ 2b 0 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED 114 EACH CELL HOOKED IN TOP BOND BEAM W STANDARD ACIHOCK TYPICAL MASONRY WINDOW CORNER BARS 4 SILL CONSTRUCTION ry AT CORNER STEP scA�E:1 v2°=r-o„ SCALE: 3/4„=V-0„ d, o O SINGLE #5 CORNER - - - BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Sa o FILLED CELL BOND. BEAM o I r o 0 ® E 0 o 0 0 PROVIDE #5 BAR AT EACH SIDE O STEEL REINF OF 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 da = END DISTANCE sa =SPACING BETWEEN ADJACENT FASTENERS INAROW s, = SPACING BETWEEN ROWS OF FASTENERS ed=EDGE DISTANCE BOND. BEAM OF ELEVATION o ---- CHANGE "MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT_ SCALE: 3/4"=1,_0„ � SCALE: N.T.S. R e vlewetl for Code Compliance Universal Engineering Sciences WOODSEC" FAMNER SPACING de=2"MIN, 24 MAX sa = 24' MIN 9. MAX MIN s =1 }'MIN, 2 7' MAX ed.= 4' MIN 2 ?'MAX de =2" MIN, 2 4' MAX sa = 2j':MIN 9 MAX a, =1 �' MIN 2 } MAX` ed = 4" MIN, 2" MAX de=2"MIN. 24' MAX sa = 2 4" MIN, 9" MAX s, =1 J' MIN,.2 z" MAX* ed=J"MIN, 2?'MAX 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SiTI. DIV. 8c LOT: CREEKSIDE PHASE II LOT #33 FIROJECT# 04321.200 033R2 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. � ARCHrrECT. STATE,OF FLONDA 2 7 2021 -- Ma%AANDERSON AR :N : 17-AftAR &" &bTE: i DATE: 01 18 21 i SCALE:1/4"=1'-0" SHEET "LTT'S C C TE" / '"CAST-CRETE" / " "' ZEAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECASIT & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE M-01B 161T/OB 1T/OB 1T/OB 1T/OB -1T ., "70 iffiviggm 414. ''®■�0 lv_w PRECAST ��■■ + murm ■ +�'�'�0 �0®�©�� M1 0 1{r 5�41 PRECAST 1 • • 1 ��4 I,:. I F11 : CI ll'-4" PRECAST 1.PRECAST1,,;�■ �.... ��■�� PRESTRESS ,�■■� 21'-4m PRE ®■®�®® 1 PRESTRESSED ■■ SAFE LATERAL LOADS FOR 9 SAFE LOAD PLF TYPE 818 PLAIN _ 8/8 SOLID PRECAST 689 1024 PRECAST 514 763 PRECAST 398 591 PRECAST 411 411 PRECAST 340 339 PRECAST 410 721 PRECAST 303 534 PRECAST 192 384 PRECAST 151 301 PRECAST 132 417 PRECAST 111 370 PRECAST 82 298 PRECAST 71 293 PRESTRESSED N.R. 283 PRESTRESSED N.R. 252 PRESTRESSED N.R. 183 PRESTRESSED N.R. 148 PRESTRESSED N.R. 125 PRESTRESSED N.R. 116 PRESTRESSED 129 460 B64 814 10141 1147 j - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E:C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #, 19-0130.13 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS m� T-W PRECAST ommoom 11 4'.00 PRECASTPRECAST 0 0 • O� ®® V-00 PRECAST PRECAST PRESTRESSED13!-40 00�0 15'-4w PRESTRESSED 0 0�00 17'4" PRESTRESSED 19'-40 PRESTRESSED 00 " 21'-4m PRESTRESSED a' t 122W PRESTRESSED PRESTRESSED000 2194 H WY A1A. ;;UITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdcsigngroup.com AA #: 0003325 M 41 IM UBDIV. & LOT:CR.EEKSIDE PHASE II LOT #33 ROTECT# 4321.200 033R2 ODEL:4EI 13 2605-HA'YDEN" GARAGE SWING: RIGII_T ARCHITECT STATE OF-,FLORIDA 2 1 2U21 MICHAEL C. ANDERSON AR NO 17,305 `� AATE: ` DATE: 01 18 21 1 SCAT :1/4"=1'-0$1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR REMARK MARK DESCRIPTION REINFORCEMENT 4X6(3Y2"x5Y")SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A WD1 PT., WOOD POST EXP. BOLT r-..--------I I FIRE DRAFT STOP L— — — — — — — —1 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STO P FLR. TRUSS 1 ELEV. VIEW 'II PRE-ENG. FLR. JOISTS �I I �I 3/4" PLYWOOD—'"`—�;1 DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS J J IL CJ1L 11 — IIEJ3L II CJ1L a 1A L2G I ro 1A 1 GT 1 1 Lu 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 it II II II II it II II 11 II II II II II II II I II II II n u u n u II 11 II II II II 11 II II II II 11 if II 11 II IL II II II II J3 II L ..h2�II II 11 J91,IL 11 if 11 �� ,I II II II II 11 11 II II 11 11 II WH II II II II II II II II 2x4 WOOD WI ALL WII II II II II II II ¢, BM1 TO CMU WALL W/ II II II II 11 11 II 2xa WOOD If SYP. NO.2 STUDS II II II II II II II II SIMPSON LGUM46-SDS W/ (4) V x IrI TITEN HD ANCHORS AND WALLO ii ( , II II II II SY/ R NII II II @�� 12" O.C.QCII ; ; II II II II II II II (4) Y47 x 2 V SDS SCREWS TO BM1 STUDS @ II J 1, u n u u u u u u n u n n II WD1 II n II iI II II II 12" O.C. BM1 I 2X6 WOOD 11 II II J6 WALL W/ DBL. STUD UNDER II II II J4 ====�1 ¢ If EACH JOIST 1 n rT n u n 1 1 .1 III 11j DBL STUD Imo2X4 WO�D ) WALL W/DBL I) PROVIDEDRAFTSTOPPING II STUD UNDER II ALONG THIS TRUSS AS TO II l f EACH JOIST LIMIT AREA TO 1000 S.F. II II PER FBCR 302.12 11= � II II II II II n II II J711 if 11 11 it 11 PREFABRICATED FLOOR n n u n n n n n n n I�------ JOISTSQ24.O.C. II I� - II II II II II II II II II II II II -� II II II 11 II II II ' II II II II II II II — _ — _ II 11 II II II II II II II II I�;'� 11 II II it II II II II II �K II II II II II II II II II it II W II ¢ 10A �1 �p 11 II II II L L 1J� 1 1A — E3G--------------- ---- CJ1E — — CJ1E 66 10B 3 II EJ2 II 1 .1 1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = T-0" I -JOIST EDReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 14 MEMMMMMOV v 0 4 a h 4 F A 4 SUBDIV. ae LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. ARCHFECT STATE OF FLORIDA fAN 2: 2 2921 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 01 18 21 SCALE: 1/4$$=1'-0" SHEET 1._J 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 2" NAILS TO TRUSS 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 12'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 34" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV COMMON NAILS 12" OIC PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3"< O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPR VAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:143 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY 1 a 1 b 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE BERIEB BACM SIM 450D 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER a e ..a A. d a 3/4"T&GSUB[ SCREWED AS I LOOR GLUED AND 'ER SCHEDULE \ L PRE-ENG I -JOIST �- 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CL . BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP LATE 2x4 OR 2x6 WO D BEARING WALL W/ SYP o 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TOLBE PT. PROVIDE DBL. it OP PLATE PROVIDE BLOCKING 1/2" GYP. WL. E D. a I -JOIST CONNECTION a@ L.B.W. SCALE: 3/4"=V-0" (NO UPLIFT) —NOTCH DEPTH 1/4*D O HOLE EDGE > /8" �� HOLE DIAMETERGL. " < 2/5*D SGL. STUD OUTER 113OF SPAN ONLY HOLE EDGE >5/8" er DIAMTER PLATE III I \ H035EDDBLESTUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE`. A PT SYP #2 2" x 4", (9) 1 Od x 1 J' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 6' W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE OIC TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON .LGT3-SDS2.5.GIRDER TIEDOWN WITH (4);" x 5" TITEN HD TO CMU AND (12) SIDS ' 4"x2�'TOGIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18)SDS T' x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL L 2x SECURED W/1 C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) z' x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, B" EACH WAY OF BOLTS UPLIFT = 3285 LBS (2 OR 3 PLY) BALLOWABLE ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIND ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF :2a)(j) C2C IRDER CONNECTORS) SCALE:3/4"=1`°" LSTA12 20 GA GE W/ 10dxl/2 HD�.� COMMON NAILS. @ EACH END I OTAL OF 10 \ I SF7iIE5 BACKERBIM 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xLUMBER LVL/1-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB o a A. LVL/WOOD POST CONNECTIONS SCALE: 3/4"=V-C i A - SIMPSON IUS1. 1 /16 65",< 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT; MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2 7/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GAIV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3. 6/16 G < 2900 LBS; U < 210 LBS W/ (4) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GA-V. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 ' D - SIMPSON HHUS .25/ 0-G <4140 LBS, U < 1610 LBS W/ (8) 3/4110 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16 GAt.V. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS W/ (8) 3/4' ° VVEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. C OMM N NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALI 3/4"=V-0" 61-011 MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/10 1Od TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS — CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES); 0'-0" TO 30'- " (1) "X" BRACE 30'-l" TO 60'-0 ) "X" BRACE 10 (1) "X" BRACE @ ENTER " BRACE D EQUALLY FROMM T CENTER TO E 2x WOOD FASCI 1x4 DIAGONAL SEE ARCHITECTU L BTM. CHORD PRE-ENG GABLE TRUSS BRACING; SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. •• •4 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD I NTERSECTION TYP. CHORD BRACING r,_'��BTM. ,IAII AI 24 24" MAX w/ WOI5T B" END 8" MAX:. SPACING END W/I-JOIST TRUSS BRG: 0 TYP rrP P PACIN SEE FRAMING PLAN END OF MAX MAX MAX LEDGER BD. 2XE SYP LU 1LT (2) SYP P.T. 3/4" EXP. 12" LE R EDGE BOLT/J-BOLT W12" LEDGER BOARD LEFROM GE LEDGER BOARD TO BOLT/J-BOLT W! 2" WASHER &:5112 TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 51/2" WITH WOIST MIN. EMBED. (TYP) BOLTS/J-BOLTS ARE PLACED MIN, EMBED. (TYP) INTO GROUTED CELLS 6'ALL AROUND BOLT FRONT e - 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAPA MIN OF _ z 4'- - Z A 3, ALL BOLTS TO HAVE WASHERS ` 4. EXP, BOLTS/J-BOLTS SHOULD (2) 2X12 �. NOT BE ANY CLOSER THAN 6" SYP PT _ z o/C . `jIC z _ S 5, ONLY LEDGER IN DIRECT (2) 2X8 ` CONTACT (REAR LEDGER) WITH REAR �. . SYP PT CMU REQUIRED TO BE P.T. LEDGER - FLOOR JOIST LEpGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRAL 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. I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X/ANCHBOLTW/2" BRACING IS PRES T AT (AT SHE HING —SECURE T.PLATE 1/2" DIA. OLT W/ 2"ET IN HIGHH EPDXY 6"D. AT32" OC SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O,C. MAX —CONT. 2x4 SECURED W/ (2) 1Ad's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. -7 BLOCK WALL W/ GABLE E PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. Reviewed for Code'.. go Compliance Universal Engineering Sciences 11 1ALTERNATE MATERIALS SCALE: 3/4"=V-0" ZUJEIIDIV. PHASECREEKSIDE LOT #33 PROJECT# 04321.200 033R2 ®DEI: 4EHB "2605—HAYDEN" GA12AGE SWING: RIGHT r`� 2021 _ _ _,fAP12 1 IMIOHAEL O. ANDERSON AR NO 17305 Al F 18/21 1_ SIMPSON H6 W/ I (8)8d COMMON NAILS 2x STUDS #8 SCREWS x 2" WOOD SORE LONG 3" O.C.; SIMPSON H6 W/ (8) 8d EACH END i STAGGERED E COMMON NAILS; EACH #8 WOOD SCREWS AS SHOWN �I END EVERY STUD OR ON x 2" LONG @ 3" O.C.; EACH END OF "BUNDLE" STAGGERED OFF DBL. 2X8 SYP #2 LEDGER. OF STUDS CENTERLINE k SEE BOLT SCHEDULE, PLYWOOD FLOOR 3/4" AS SHOWN 10/S3.1A. SHEATHING {'f l �I 8" CMU WALL CMU WALL REINF PER PLAN REINF PER PLAN - R PER ELEVATION 3/4" 3/4" PER ELEVATION' O = iv SCREW PATTERN LLO F :r SCREW PATTERN Q) z OUJ I-JO15T (SEE z 10._ $UW FRAMING PLAN) � 0 0�w Z'� PER ELEVATION m` w PER ELEVATION — (2) 2x4 P.T: W/ DBL 2X12 SYP #2 LEDGER. SEE 24" MA I -JOIST (SEE 2x4 P:T. CEILING FRAMING PLAN) MASONRY NAILS BOLT SCHEDULE, 101S3aA NAILER W/ @ 12" O.C. MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 1X2 FIRE -STOP @ 12' O.C. I -JOIST — ' VL PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS SECTION DETAIL 1X2 FIRE-STOP- SECTION DE1-AIL WALLI LOOR FRAMING, AT 1-JOISTS PERPENDICULAR AT I -JOISTS PARALLEL TO EXTERIOR WALL TO EXTERIOR WALL I -JOIST PARALLEL TO WALL 2 SCALE 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE:3/4"=V-0" Reviewed for Code _ Compliance .Universal Engineering Sciences RE-ENG GABLE TRUSS 2x4 BLO KING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRS TWO BAYS 4'-0" O.C. (AT ® / --PRE-ENG'D WOOD SEE SCHED, BELOW N4 ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C.14, NOT SHOWN FOR CLARITY) MAX 8 -.,. 2X4 DIAGONAL BTM. CHORD 1� PER ELEVATION BRACING- SEE PLAN FOR FOR STRAPPING PRE-ENG ROOF TRUSS LOCATION ';:. VERIFY W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH SECURE 2x6 PT. PLATE TO BLK `. A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 W/ 1/2" DIA. ANCHOR BOLT W/ 2" U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO WASHER SET IN HIGH GALV. NAILS. 16d TOENAILS SLAB. SEE STRENGTH EPDXY 6" MIN. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE EMBED. AT 32" OC MAX-AX U < 1420 LBS W/ (14) 10d BELOW FOR SECURE GABLE TO P-T. 2x8GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION PLATE W/ 12d's 8" O.C. MAX WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 'o• '• PROVIDE BLOCKING `• SIMPSON SPH4 OR SPH6 BTM — 1/2" GYP. WL- BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECUREST. PLATE TO SLAB CONT. 2x4SECURED W/(2)10d's@EACH FILL ALL HOLES, D0 NOT USE 1/2"x9" WEDGE ANCHOR W/2" �WASHER SET INHIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 1p-0" O-C. MAX. 10dx3' EPDXY 5-1/2" EMBED. MIN. @ 16" 1 0a I 1 0 b 1 0c SCALE: 3/4"=1'-0" OC MAX. GABLE END BRACING W/ PRE-ENG" GABLE TRUSS @ CMU WALL ° . a< TRUSS TOPOST CONNECTION 8 SCALE: 3/4"=1'-0" d ° ° 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) 114"x3"SDS, (1) 5/8' ° A.T.R. TO HDU4 AND (10) 19" X 2 112" SDS TO POST TRU '>S CONNECT ION @ L.B.W. POST TO BLAB CONNECTION 9a 9 b SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 0:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA: x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <Ui4,565 Wl9/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMDIV> & T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE; DETAILS (I —JOIST) 60 MPH EXP. ARCh#FrECT. STATE OF FLORIDA AN m _ � MK3iAEL C.-AN_D'ON Ali NO a7305 rxcaal a 2118 BATE: 01 / / SCALE: 1/4"=1'-0" 1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bdesigngroup.com AA'#:0003325 � W w 0 U a C O F U W 4 F I E; ti [GARAGE UBDIV. & T:CREEKSIDEPHASE IILOT #33ROJECT4321.200 033R2 4EHB 2605-HAYDEN" S VrMG: RIGHT PAGE: DETAILS -60 MPH EXP. ENEVENNONEWFAM ARCHMECT= STATE OF FLORIDA - � A� J`1� 20 1JAN 7 7 _ MIChIAEL C. AW.tPSON AR NO 1'7305 PRINT 211l3 DATE: Ol / / SCALE: 1/4"=l'-®" SHEET . l a c SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" A CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. ARCHRECT STATE OF FLORIDA -J¢N 21 2021 - MlCh _ C Aal[9 ON AA "NO 17W5 Reviewed for Code PRINT Compliance DATE: Universal Engineering Sciences SC :1/4"=1'-0" SKEET S 4 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SBTEDIV. &Rc T: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEX : 4EHB "2605-HAYDEN" GARAGE SWING; MIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 ` MPH EXP. C ARCHFECT� STATE OF FLORIDA MICHAEL C. ANDERSON Ali NiO 17305 01/18/21 SC :1/4"=V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIB & DESCRJPTION 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 f'c (psi) SIZE WkH, 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 9 I' 8F16-1T/0M/0B � � I s � 1 I 0 IL - +m L-----------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" Reviewed for Code Compliance Universal Engineering ED Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 03 W 1114 14 0 E h W Q F A 4 SUSDIV. & LOT: CREEKSIDE PHASE II LOT #33 PROJECT# 04321.200 033R2 MODEL: 4EHB "2605-HAYDEN" GARAGE S VfMG: RIGHT PACE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. ARCHITECT. STATE OF FLORIDA MMAEL C.^ANDERSON AR NO 17305 PRINT A 01/18/21 SCALE: 1/4"=1' - 0' SHEET '�`�, 5 11 `S CONCRETE" mm AST- 1i mm / mmIALIT mm c%%)AFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAS & RES TRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOADL POUNDS PER LINEAR FOOT ®O�®KT-M- E� OEWE •pm 1 1111 R-W PRECAST 4'-r PRECAST I O®0 mom 5140 PRECAST 1 IMI 1 ©®® :.K r✓: wnu� � J, PRECAST11,40 12-06 PRECAST AMIN • 1 EMMEZZ wr_;_m EMU 1 254 14'-Sw PRESTRESSED, N.R. PRESTRESSED PRESTRESSENMI r LENGTH •® PRECAST m Norm 4'-Om PRECAST 4'-Ow PRECAST .c rl 1 r 1 ®01=11 5'-4w PRECAST &.40 PRECAST F-Ur PRECAST V-1cr PRECAST &-W PRECAST W-W PRECAST • - ECAST r-60 PRECAST g'-4" PRECAST W-4u PRECAST 1- PRECAST m ' -W PRECAST 11'40 PRECAST 13"46 PRECAST 1340 PRECAST IC4� 11'r-o" PRECAST WIN PRECAST 15'-4" PRESTRESSED • m ©��®p PRESTRESSED PRESTRESSED PRESTRESSE N. V-00 PRESTRESSED 24'-0" PRESTRESSED' N.R. PRESTRESSED Reviewed for Cade Compliance Universal Engineering 93 Sciences 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F U �w 0 4 PAGE. - SAFE LOAD TABLES .60 MPH EXP. ARCI�ITECT STATE OF F1_ RIDA MICHAEL C. ANDERSON AR NO 17305 PRINT 2118 DATE: Ol / / SCALE: 1/4"=1' — 0" SHEET 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 FASI ER 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 Ott CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED Ott 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 ENGINEE '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 AC TUATED 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. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. TEE 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 DI�GRAMS 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 DIAGRA S LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS; WEB AS CONDI�IONS ALLOW. yawn*a aiw mnr oc nuurar •T i1111 IYYlislwaaa VA. ry muvrnrCune/rwwrwwury ry wu`nre.w rrwinn �zmla 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 B" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD 1 `;* "" T7010 ' ' � DIAGONAL ENDJACK TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACINGL1 RE APPLICABLE NAILS .FOR EACH CHORD CONNECTION '1 DISSIMILAR BOTTOM CHORD, BRACING @ END CONN ECTOR SCHEDULE CONTROL DATE: 09/30/2020 MiTek USP SIMPSON. MiTek LISP SIMPSON - DES UPLIFT GRAVITY DES.. UPLIFT GRAVITY FASTENER. FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 1112' 1-PLY, 17) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6)a6d2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 1112" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1830 (10) 10d X11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2' 1-PLY, (8) 16d 2-PLY, EMBED X' HTA 20 1870 HETA-20 1810 (10) 10d x11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 1112" 1-PLY, (8) 16d 2-PLY, EMBED W' 12) HTA 20 2430. {2) HETA-20 2035 112) IDd x 11/2", 1-PLY, EMBED 4" (10) 10d x 1 V2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" }} LUGT 2 1655 LGT-2 1885 BLK (5) 1/4"x 3" Wedge-BDh+Anchors, WOOD (16) 10d (7) - 1/4" x 21/4"TITEN, WOOD (16) 15d LUG73- 3380 LGT3-SDS2.5 3480 CONC (4)3/8"X5'WedgrBoh+ Anchors, WOOD (12) WS25 (12)SD51/4"x3"TO GIRDER, (4)3/8"x5"TITEN HD TO WALL DHTA 20 2430 DETAL-20 2490 (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 M UGT15+ 3945 MGT+ 3965 (1) 5/8" ATA. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 IWOOD (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, MASON By 12) 3/4":A.T.R (2)3/4"A.T.R. IN HIGH STRENGTH EPDXY IM IN. 12" EM BE D),(16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 3940 PERPEN DINLAR TO WALL LTA2 1210 PARAI 1210 PERPW EL TO WALL DLCULAR TD 10 10d x 11 2" ( ) / 10 30d x 1-1 2" ( ) / MUCT15 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (41 30d TOME) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY IMIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 9575 2 VGT I) 7185 2 5/8" A.F.R. IN HIGH STRENGTH EPDXY MIN. 12" EMBED 810d O/ I 1, O 2 5 8". A.T.R. IN HIGH STRENGTH EPDXY MI N. 12"1 EMBED 32 SDS 1 4"x3" I I /. 1 l,1 1 / MTW 12 965 MT5 12 990 (14) 10d x 11/2", (14) 10d 114) 10d X 11/2" HTW 16 1355 HTS 16 1310 (16) 10d X 11/2", (16) 10d 116) 10d X 11/2" HTW 20 1355 HTS-20 1310 (24) 10d XY 1/2', (20) 10d (24) 10d X 11/2" HTW 24 1355 HTS-24 1310 (24) 10d X 11/2'%(20) 10d 124) 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 MSTA48++ 1315 (14) 10d (14) 10d MSTA-24++ 1640. MSTA-24++ 1640 (18) 10d (18) 10d MSTA-20++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065.. MSTA-36++ 2050 (26) 10d (26) 10d KST1236 2765 MSTI-36 3800 (36) 10d X 11/2" (36) IOd X 11/2" KT51248 5105 MSTI-48 5070 (48) 10d X 11/2" : (48) 10d X 1 1/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS - SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN Fl @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) Ed x 1.1/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2. 680 HCP2 590 (10) 1Dd x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1020 H10A 1040 (9) 10d x 11/2" TO TRUSS, 18) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15&PHD4A 4175 VGT&HDU4 4940 (28)Hod TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-SDS 1/4"x3"TO WOOD,(10)-.SDS 1/4"x21/2"W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 VET &HD78 4940 (28)Lod TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-SDS 1/4"x3"TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU44. 2535 6775 ABU 44Z 2300 7750 - (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., 112) 16d TO WOOD (1) 5/9" A.T.R. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED.) IN CONC., (12) I6d TO WOOD PAU66 2455 16005 ABU.66Z 2190 - 18205- (1)5/8"A.T.RiN HIGH STRENGTH EPDXY, (MIN.7" EMBED) IN CONC., U416d TO WOOD (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(12)16d TO WOOD LT519+++ 1205 LTT19+++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (e)IOd TO WOOD 1 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B+++ 1100 LTT2OB+++ 1500 11) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ 7" EMBED) IN GONG, (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBED.) IN CONC., (10) 10d TO WOOD HTT45. 4160 HTT4 4455 11) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Z HTT45 5005 HTTS 5090 (1) 5/8" A:T.R IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16dX 21/2": (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONC, (26) 16d X 21/2" UPH Dll+ 14395 HHD011-SOS 2 5+ 11810 (1) 1" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 16' EMBED) IN CONE, (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.)IN CONIC, (24) SDS'/." x 2'h"WOOD SCREWS PH05A TDX8 6525 -7870 HD78 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS j (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN LONG, (3) 3/4" STUD BOLTS TO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X32U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONIC W/ 3/4" DIA ITW RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EO W/MIN S"EMBED INSTALLED IN FACE.(14)10d ATJOIST (1) 3/4" A.T.R_ IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1)3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75"EMBEDMENT) IN CM.U. FACE, (18) 10d TO BEAM HUS4121F 3615 2710 (100%) HUSC412 (WOOD) 3435 2635(100%) - (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) I6d TO WOOD 3325(125%) 3220(12590 � H D4101F (CMU) 1950 3080 HUC410 (CMU) 1800 4500 (18) 1/4"" x 3"' WS3 SCREWS, (10) lOd TO WOOD. USP (20) 3/16 "" TAPPER+, (10) lOd TO WOOD (18)V4x 2-3/4.. TITEN(9 PER FLANG E) TO CMU,(10) 10d TO WOOD: H D210.21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"' WS3 SCREWS, (10) 10d TO WOOD. USP 1201 3/16" TAPPER+, (10) lOd TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, 110) 10d TO WOOD: HD210-31F (CMU) 2795 5015 HUC210-3 I(CMU) 1800 4500 (18) IM!'" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16 TAPPER+, (301 IOd TO WOOD "". (18) 1J4 x 2-3/4" TITEN (9 PER FLANGE). TO CMU, 130) 30d TO WOOD: ' LGU11272 2125 6065 LGUM26-2-SD 1430 5595 (4) 3/8' X 4" Wedge-Bolb Anchors, WOOD (4) WS3 WOOD SCREWS (41 3/8 x 4TITEN HD ANCHOR$ (2 PER FLANGE)TO CMU, (4) 1/4 X 2-1/2SDS SCREWS TO WOOD 1C I *,> 53 5 - CJ3 CJ5 IN 15; U O k O O� m o � N OIL LL JZ _Z Z U Oa Qm CJ1 TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL —/ nn 2x4 SCAB NAILED TO BRACING/BOTTOM I/J�(I TRUSS BOTTOM CHOR CHORD BRACING WW/MIN(4)10d NAILS 11 FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN 3 a 3 c. p iI 1Il1 II II 11 II II II II 0 II II II 11 g = —= fl II II II II II II II II (I II II II I� __: I I A- 51 A31 PRERIATDROOF CB@C" STR24OA2(TY =—_-- __ RIDGE N 1 _==4--_ ___ _ -__=FFI=Ez 7 M 22"X30" - — i ATTIC I I I I ACCESS A4 .._EFF— --_—_ _®_®— ---�— —oc A5 -- \ I I I I 7A51i TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING e YI I II�I�11 lii r>'MIMI ROOF FIT PL1k1� SCALE: 1/4" = V-0" 1C 1A 1C Reviewed for Code 91 Compliance Universal Engineering Sciences 1A 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 fi a CJ1 rr ! J PHASE LOT §33 MODEL. IT. SPAM# MI I 1 !i 1 IGARAGE _ .' VT M[7�9-1Y 1 COr�� w STATE OF FLORIDA r -AN 20� i = � s I lOrMEL C,, A IrEAR"N IIIII 81R NO 17305 f SCALE: 1 /4"=1' — 0" SHEET S GABLE END ■ ♦ }O♦�♦�♦i v♦♦ .♦.. f �.♦♦♦O�♦I Y. ♦♦♦ I ■ ♦ F • • ♦ ♦ • • • •. • • Im • 7. r t , h ,GENERAL . NOTES: - ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 314 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD:. iARC�ITECTURAL, 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 !ARC ITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS:FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATS TOP PLATES BRACING, LEDGERS, BLOCKING, ACI 318-14 BUILDING CODE REQUIREMENTS Q EMENTS CRIPPLERS SILLS ETC., SHALL BE SOUTHERN PINE - N® 2 OR BETTE R. FIB = 1100 PSI AND PR A MODULUS OF OVIDE.641IILCONTI CONTINUOUS RRIERME FOR STRUCTURAL CONCRETE TMS 402/602-i6 AISI SPECIFICATION FOR THE DESIGN OF N ENE VAPOR 8A MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON _ 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 fi INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY- PRESSURE. TREATED,. PRESSURE TREATED BOTTOM. PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25. PCF OF A'BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND. FORM-WORK:a O SHALL TETRAHEDRAL (DOT).WOOD LE FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL 8E 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 REASON DOT MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347LATEST W/ DOT SHALL BE HOT DIPPED GALV.:.FOR STRUCTURAL USES, AVOIDBUYING TREATED LUMBER THAT BUYING EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Yz"'OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS,0 TH 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. E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART `WATERPROOFING, 2194 HWY A1A, SUITE 301 OFT :E WORK FLASHING,. SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS HI: 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 INDIAN HARBOUR BEACH, HE TRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY. OTHERS. SYP #2 : FLORIDA 32937 S CO�f VIPLETE. 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 PH: 321-802-3591 - SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. URIt G' ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: WWW.2bd@SigflgroUp.COm AA #: 0003325 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: I HE IONTRACTOR SHALL SUPPLEMENT THE M1NMUM REQUIRED FOUNDATION AND SITE PREPARATION E. UREMENTSAND - O. SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ON(TS GALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR O WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf. STAIRS LIVE,'JOAD 40 psf ^`'� ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED. BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6xBAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW: - TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR -.25 #6 BAR 36' #5 BAR 30 #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENEDSLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATIONS FOR 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 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF'O..036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTMA446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN,. FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION' AND ."BCSILATEST EDITION COMMENTARY AND RECOMMENDATIONS FOR. HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88:1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS.TO COLUMNS AND WALLS FOR APPROVAL. HIP ROOF ROOF WIND DESIGN PRESSURES - � RUN REINFORCING BAR S RS CONTINUOUSLY LAPPED AT SPLICES D. DEAD LOAD SPEED -160 MPH 3-SECOND GUST AND AROUND CORNERS: DOWEL ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-16 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING ANY DISCREPANCIES. FROM THESE LAYOUTS THAT ZONE 1 = 23.79 PSF (33.79) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED. STAIRS 30 sf,.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 P (EXTERIOR) BE NOTIFIED TO THE ZONE 2 = 39.48 PSF (49.48) 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 ZONE 3 = 67.16 PSF (77.16) _ 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 "A"= 4-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT. LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 16C MPH _ MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. WIND EXPOSURE: "C" RISK CATAGORY: II 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 APPLICABLE INTERNAL PRESSURE COEFFICIENT + 0.18 , CONSTRUCTION SCHEDULE, AND MAY HE MASONRY STANDARDS JOINT COMMITTEE. PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY T COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE. MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFTVALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT R"DIAPHRMM I I R ROO E/ WALL/ FLOO' DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE .AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT ( T SHINGLE ROOF, USE MIN 19/32 STRUCTURAL SHEATHING ` OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CON -TRACT DOCUMENTS. ARE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY ALL TRUSS TO TRUSS CONNECTIONS'... ( } PROHIBITED- WITH 1 EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN SHEATHING 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 19132" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD 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 318" j ;1ND EDGE SPACING) SEE DETAIL 1, iGOOF TO RING FASTENER SCHEDULE WRITING BY THE ARCHITECT. - COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. SHEATHING GABLE. END FRAME USE 10d SHANK GUN FOUNDATION/ SITE PREPARATION:TYPE' ., NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'OF GABLE NAIL REQUIREMENTS M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE' OF 7000 f FOOTING END. 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 WE" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS I RSRS-01 `-' '-" `-' �-,- � � `--� �--'FiY41tTE•K 8KT•R175'9'` ROOF SHEATHING - EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHNG ATTACHEMEPR SPACING ZONE 1: 1 Od 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: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Ps ^ PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMC-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 ASTMD-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. L. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO 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 FABR A 2. k o z y7 Lu Lu ca [4 > IC I UK AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL: FOR BUILDINGS, �SLTShL�V' . ac ILOT. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M Fy= 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM REEus IDE Z 2,500 PSI REGULAR WEIGHT FOR FOOTINGS,. AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 6, TYPE E OR S, Fy = p 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi.. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. PHASE II 07 BUILDING LENGTH ::.I CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP. SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER'' CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THEMAXIMUdqTIME ALLOWED FROM WHEN -''" ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS VNTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD: ALL ANCHOR BOLTS SHALL BE GALVANIZER STEEL. J-BOLTS ARE TO BE STEEL .rl'I q rJ LOT # 33 I�`ROJECT+ 4321.200 O33R2 � ROOF SHEATHING LAYOUT WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF'FOR ANY REASON V AND ENDWALL BRACING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL 'DkODEL: FOR GABLE END FRAMING TING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY. RESPONSIBILITY ORE `Fi1 LI LTD N� COMPLIANCE WITH THE ABOVE. NOTE: GABLES -DROP GABLE END & (1)ADD'L DROPPED R EQUIRE 2605— HAYDEN" TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/$LOCKING @ D CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY. EXPOSED TO EARTH (FOUNDATIONS)'. GARAGE SWING: BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 1-1/2"FOR #5AND SMALLER : RI'-1IIT RIGHT BLOCKING PER NAILING SCHEDULE 2" FOR #6 AND LARGER 1 C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS Reviewed for Code PAGE: Compliance 8d RING SHANK GUN NAILS @ 4" O.C. • 1-1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS Universal Engine" TOP & BOTTOM EDGES Ud Sciences co DETAILS V m J 11 Q z Lli Z0 CnLU Z Q U z 0 i7 z a �T U) z z � o Y Lu z LL Q z N U z 0 a @ YP FXT SHFATHINr. ATTARI-I f.4FNT Z W::. Z0 0 0 10d RING SHANK GUN NAILS z SEE"ROOF SHEATHING ATTACHMENT" = v TABLE FOR FIELD SPACING in 0 �. z_ Z CY TYP. EXT. SHIEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING CO W W 0 #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF Lu SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE .SPACING' REMARKS APPLICATION SIZE TYPE SPACING REMARKS IX2-PT FURRING TO CASE HARDENED COIL l 5" OIC GARAGE DOOR BUCK 1/4' DIA TAPCON MASONRY 1 1(2".112"E EMBED, END DIST., MASONRY / CONC. NAIL 1 1/2" LONG. TO MASONRYfCONC. NO WASHER FASTENER , 8" O/C i 112" EDGE DIST. E SGD, AL. EXT DOORS CASE HARDENED COIL WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 318' DIA OR '' 76' O/C (3/8 DIA) q" EMBED., END DIST.; Ix PT SEE NOTE 6 NAIL 11/2"LONG .. G E STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG. 1k DIA EXPANSION BOLT 2qO/C (1/2"DIA) 3"EDGE DIST � E w/ WASHER WINDOW BUCK CASE HARDENED COIL s"Ole WINDOW/ODOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Tx PT SEE NOTES NAIL 11/2LONG. STAGGERED INTO MASONRY/GONG. MASONRYICONO REQUIREMENTS REQUIREMENTS EXT. SWING DOOR (2) 3//6'DIA. "TAPCON' 18" 0/C 1 1/2" EMBED 8 END. NON -BEARING WOOD 1f2 ° EXPANSION 4" END. 4" EMBED 4" BUCK 2x PT SEE NOTE 8 NO WASHER FASTNER DIST, 1 il2" EDGE: DIST. WALL TO CONC. SLAB W! WASHE BOLT 24„ O/C DIST, Y ED DIST. 2x PT WINDOW BUCK PT TO STEEL COL„ SEE 0:138°PAF x21/8" 9"O/C 4 END .DIST,17@" NOTE 6 WI WASHER STAGGERED EDGE DIST NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND. EXTERIOR SWING :DOORS TO FRAMI NGBUCKS 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 BF AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPC®NSOR PAF TO THE SUBSTRATE. 0 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 02021 2021 1 j MICHAEL C. ANDERSON AR NO 17305 s r &N a MATE: 01 18 21 SCALM 1/4"=1'-0" SHEET S I