The URL can be used to link to this page

Home My WebLink AboutBuilding Plansd h 0 R STATE OF FLORIDA I DE CERTIFIED BUILDINGCONTRACTOR:-FwRIDA DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 7�TT�H �EfDMON -ALL LOCAL -OCCUPANCY - CONSTRUCTION -MIN. INTERIOR -BASIC WIND SPE -EXPOSURE -z-STORY RESIDE STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 fa A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 rr DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER J.M, 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 INFORMATIQN) 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. z'l �_3 3 C A 1430 z r..c.. v 907 I,i " . ✓ .mxcmT..v k, `� �' I'Y ,�� l A 44 f "'s +^' e .3" 7 SIGN CRITERIA: BUII.DING t2020) AND TYPE FINISH ENCE ABBREVIATIONS CODE, RESIDENTIAL, ABV. ABOVE LAV. A/C AIR CONDITIONING LUM'. STATE CODES ADJ. ADJUSTABLE M.C.. ALT. ALTERNATE MFR. AMP.. AMPERAGE - MIN. — RESIDENTIAL, GROUP R3 BD. BOARD M.T. — VB CL CENTER LEVE MTD. — CLASS B C AB. '-CABINET CEILING � N.T.S. ED — Vult=160 MPH CLRG CLEAR O.C. Vasd=124 MPH CONC. CONCRETE PL — C CPT' CARPET P.B. C T CERAMIC. TILE PH. — D. DRYER PLY' REVISIONS LAVATORY DATE DESCRIPTION LUMINOUS MEDICINE CABINET CD'S ISSUED m r 0112648 0145116 2011 FIBC UPDATE MANUFACTURER' MINIMUM 01/1648 CD'S RE -ISSUED METAL THRESHOLD MOUNTED METAL 02/21/18 SIDING ELEVATIONS ADDED NOT TO SCALE ON CENTER 03/16/18 - - - - - CD'S REISSUED PROPERTY LINE PUSH BUTTON 04/19/18 FOOTING REVISION PER M. BOUTS 06/2148 CD'S RE -ISSUED PHONE PLATE 02/19/19 ADDED CURELESS FOOTER'AT GARAGE DETAIL (FORT MYERS) PLYWOOD PAIR PRESSURE TREATED 02/22/19 PLAN MAINTENANCE RISER RADIUS 03/2649 - - -- ----_ ._. REVISED LINTEL SIZE AT FRONT ENTRY DOOR RETURN AIR GRILL REFRIGERATOR. 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (MEL5-) 04/24/IS REVISED HVAC VOLUMES ON SGiFT CALC SCHEDULE (MEL5.) ROOM ROUGH OPENING ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/31.IA (ORL) SOLID CORE EXT DR 06/12/19 SMOKE DETECTOR SINGLE HUNG 06121/19 ADDED LED LIGHTS a KITCHEN E 5ATH PER MARK 50WES SHEET SHEATHING 01494E ADDED STONE OPTION ELEVATION C 4 D (TAMPA) SIMILAR 09/11/19. ELEVATION.'G' SIDING ADDED LOUVER a GA5LE ROOF 10/25/15 ADDED OPT. 8'-0' CEILING HEIGHTS S IDINNG GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS STANDARD SHEAR WALL. SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS TEMPERED GLASS THICK 04loWo OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER TOP OF CURB TOP of PLATr--. 04/0cA0 OPT. 8'-0' CLG. HGT. ELEVATION 'C'-. REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS t 'M' (ORL) TOP OF SLAB TYPICAL 01/15/20 ADDED ELEVATIONS M'-'MH'-'MS' (ORL) UNLESS NOTED , OTHERWISE VAPOR PROOF 01/01/21 2020 FBC UPDATE WASHER WITH. WOOD. WINDOW WATER HEATER WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN GENERAL NOTES PG Al FLOOR PLAN PG A 2 C-ELEVATION "C " Reviewed for Code PG E1-ELECTRICAL PLAN compliance Universal aces enng .Sciences PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG Sl -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL 'PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3'.1A-DETAILS PG S3AB-DETAILS PG S3.1 C-DETAILS PG SNI-DETAILS �jll 2194 H WY A1A, SUITE 301 INDIAN HARBOUR. BEACH, FLORIDA 32937 PH: 321-802-359r www.abdesigngroup.com AA #: 0003325 SUI3DIV. 8c LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT* 04321.200 024R1 MODEL: , 4EBB 1828-CALI GARAGE S WING° r� RIGHT PAGE: key I„ COVER SHEET 160 1411P '9' ARCHIIIECT; STATE OF FLORIDA MAR 19 2071. MICHAEL C. ANDERSON AR NO T7305 �PR�.6V A9 •• ;� DATE: 03/17/21 SCALE: 1/4"=1' — 0" SEiEET C 1 ._c�� Y } a GENERAL NOTES SITE WORK TIMBER' 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDE NTIAL'(FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER I HEREIN: FBCR 7TH EDITION (2020) UNO, 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY 1I FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONEC SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO V ORKI E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND'. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'%THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING EaRRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTgNTION OF THE ARCHITECT 1N WRITING AND WRITTE INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE:WORK 5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, THE CONTRACTOR WILL BE HELD RESPO,NSI LE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE C 5 % MAXIMUM COMPACT TO 9 DRY 'DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE AND.3. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDIINN G SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5.' THE ARCH ITECTlENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNIQUES, 6. COMPACTION BY FLOODING OR JETTING iS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE (INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CON RAC TOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3 - 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 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 TdBE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/z" AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT( ENGINEER, 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS: VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2, 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 A. ENGINEERED FOR MIN. WIND LOAD LISTED ON COVER SHEET DRAWING, G 9. THE PLUMBER IS TO-0IVERTALL VENTS T ELEVATION 0 REAR ELE AT ON WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER BE PROVIDED BY REGISTERED 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2 12. TERMITE PROTECTION SHALL TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS 2. AS PER SECTION R30OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING W 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 BE PERMITTED. OTHEOPENINGS PURPOSES SHALL NOTT BE BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUI PED WITH 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 AS MODIFIED BY FBCR 2 ( ) SOLID WOOD DOORS NOT LESS THAN 1 318 INHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NO LESS THAN 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 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATE' DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT 1S IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GA GE AND DUCTS PENETRATINGTHE WALLS OR CEPLINGS 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 CONSTRUCTED 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 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH i ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 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 1/2 -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 ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR-CEILINGASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATIONEEPENETRATION PROTECTED BY NOT LESS THAN''/3-INCH GYPSUM BOARD OR EQUIVALENT. -- .WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS ET 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-C1063-19aAND R703.7. Reviewed for Code Compliance Universal Engineenng FIRE RESISTANT CONSTRUCTION Sciences UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THEBUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www. a b d es i g ngrou p. com AA #: 0003325 0 00 all rC3u3BEDIV. & LOT:REEKSIDE HASE 2 LOT #24 PROJECT* 04321.200 024I MODffiL: 1 4EBB: "1828-CALI" GARAGE S WING2 RIGHT PACE: z, dry GENERAL 4. NOTES 160 MPH EXP. C V T.- ORIDA MAR�� 9 2�21 MICHAEE C. ANDERSON AR NO 17305 moo DATE:: PRIR�7°03 17 21 SCALE: 1 /4"=1' - 0" SHEET G�T JL V q. 6 GROUND WIND DESIGN ° SEISMI°G SUBJECT TO DAMAGE FROM WINTEF SNOW SPEED"TOPOGRAPHIC DESIGN UJEAT14ERIW FROST LINE tl_RMITE DESIGI LOAD (MPH) EFFECTS` GATAGORYf DEPTH" TEMP NA 160 C NA NEGLIGABLE I NA VERY HEAVY 42 FLAME SPREAD AND SMOKE INDEX FOR WALL AND GEILMG FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBG R302.9.1 THROUGH FBC R302.9A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 n 0 Z B0 0 I'-0" uT Ss AIR FREEZING INDEX' MEAN ANUAL TEMP? SURVEY NA NA 9 -ffi 16' 0" 1-9,11 (2) 30 2-SH LIVING LANAI 8'-8' CLCx ROOM CLG. l0i_0II 1 _01 DINING ROOM = 8'-8' CLG B 2X8' I _ 4 _4 S1_g1 m II'-10 .� 41-all IIUIC-) — — — — — — — — — — — — V. b36i B' 8I a e e Ix A W 11 SINK I 24 SL---- SNK IR-1SH 3- -- _ al i2 F KITC LAUNDRY Z.8 1 8-8OB'II RANGE ImPA3 .4" e V ARC-,y,41 i OQ ii I ----y C. .� I ; I V. ,: 0 1 'b I� � l_ICI 1'-01, 2'-8" d 3'-6" 3'-4" V 4'-0" IV All BEDROOM#3 � �.a " -8" N � BATH.#2 8'-8' CLG. BEDROOM #2 8'-8' a& © (2) 101 21 14'-0" !I 12'-8" C2EGRESS H 3'-411 L BEDROOM #1 W-8' CLG. n 1R-iSH 6'-0" 22 TS$ ATTIC I AS REQ. PER BLDG. CODE GARAGE 8'-V CLC. BEDROOM #4 J EN ua � n ❑I EXTERIOR MASONRY WALL BRCS. HEIGHTS 10'-8' BRG. 11'-4" BRG. •v .. SRr .: i,,., m r a �•' �t .• 101 .,tea � 1 i r m3 ��..,.a,..........5....�..`��..� GABLE RI .»�...�_ $�.g. ...>A•. z�.�.. ��P'a� of GABLE ROOFS 10" .: tl i� 46'. HIP ROOFS l ru siz I �ww 3W.8 Ki 1 &.,g Y i V N1 4 iA. ; Eri Al m COMPONENT AND CLADDING PRESSURE ZONES FOYER CLCs 3068 W/ 1�L n TRANS. 1/2 I � � j 8'�B' xCLCs. ARCH o - - - - - - --16'-m'xl'-- �� --- u 0 , 161.0" 2'-5" 41-411 21'-41 FLOOR PLAN SCALE: 114' = 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 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUGGING DETAILS FOR BUGGING 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 � �CM SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 cu. FT. L- '1�WIC .�OPnB�IyfpMD�ppC�LAADDpDWeG WIND LO�yAUDryS}� OPEMNiB d, AND TYPE 30UARE FOOTA(E ZONE 160 NPH WW (IM) REMAfICS MIN. WINDOW 10 5 34/-45 x CRITERIA EXTERIOR SWING IS 5 m 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 29.1/-313 8010 O.H.D. it 56 5 121 SOFFIT I 5 313/-49.9 � BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DATE OVOV21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for C S9 Compliance Universal Engine Sciences ARCH DTL. B SCALE: I/2 I'-0" DBL. TOP PLATE f, ly° BAR DETAIL A SCALE: I/2'=I'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 SLTSDIV. 8e LOB CREEKSIDE PHASE 2 LOT #24 PROJECT 04321.200 024R1 .� MODEL 4EBB r "1828-CALI"—i ; GARAGE SWING: RIGHT i.. PAGE:' lY; i F",OOR PLAN 160 MPH EXP. C ; ARCHITECT su STATE OF FLOR DIA 4 I;. I r __ rr MAR 19 2 MICHAEL C. AND ERSON ;` AR NO T7305 PRINT DATE: 03 17 21 SCALE: 1/4"=1' — 0" SHEET Al EQUAL EQUAL TO CONTROL JOINT'TO CONTROL JOINT' SHINGLE ROOF - I DECORATIVE - FOAM DRAIN TILES 6' RAISED - BAND CTYP.J BRCS. HGT. 16'X60' FYPON DECORATIVE SHUTTERS OR 'I4IB EQUIVALENT `� TrP. ' 4" RAISED BAND CTYFd 0'-0" FIN. FLR: ; `I EQUAL EQUAL 5NTROL JOINT TO CONTROL JOINT BLDG. HGT. --- —L- T ---- 12' 6 4' FREIZE ®® BAND WAI A 8'-8" BRCz. CsT. OPT. COACH -�'�- LIGHT 9 - A - --- - - - 0'-0" FIN. FLR. FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 OFF RIDGE VENT OFF RIDGE VENT 8'-8" BRCm. HGT.-------------- - - - --- 0'-0" FIN. FLR., 8'-8" 5FI HGT. 711 0'-0' FIN. REAR h"LEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 12 6 1' ®p - — - — - — - - — - - — - — - — - — - — - — 001_0" FIN. FLR. `r EMEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDCsE VENT OFF RIDCsE VENT ,`S'-8" BRCS. HCsT. - Y V i' -- — - — - — - --------------ry - - — - — - — - - --- - �0'-0" FIN. FLR. LEFT "E'LEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 0'-8" BRCS. HGT. 4B A3 oO'-O' FIN. FLR- Reviewed for Code Compliance 91 Universal Engineering Sciences _ N 1 eee 8' 1 DECO.__ DTL. A SGALE: 1/2 = 1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r< . CRUKSIDE PHASE 2 LOB' #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAC;E SWMG: RIGHT PAGE: ELEVATION "C" MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 I60�� r l� REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. ARCHITECT: 8.17 1176 SQ. I N _ STATE OF FLORIDA MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OFATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS)' MAR g�2� OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net area) ( ea) TOTALft0FVENTSREQUIRED = 3.41 4 TOTALftOFVENTS PROVIDED = 4 -- +' MICHAEL C. ANDERSON AR, MCI '117,305 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free areal � :<..:. , LINEAR FEET OF SOFFIT REQUIRI 67-20 PR11 DATE: 03/17/21 SCALE: 1/4"=1'- 0" SHEET A2 C I ELECTRICAL LEGENID SYM^BOL DEFINITION NOTES 175V OUTLET 20 AMP SINGLE POLE �/// 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GF1 I10v OUTLET EMIPAULT D INIEI�JPTER !TAMPER INTERU R (TAMRND ER RESISTANT TYPE) - 220V OUTLET (4) WIRE CONNECTION _.. GFI OUTLET INIERRUPi RT SWITCH SWITCH 3-WAY OPER st4 SWITCH 4-WAY OPER WALL MOUNTED +, LIGHT CEILING LIGHT A L� .. I LED CLG LIGHT .:. (i'\ '�VP .. LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CW1 PER SQ. FT. VENT. FAN W/L IGHT I CFM PER so. FT. 1 VANITY LIGHT FIXTURE ' (SPEC'S TOP BY BUILDER) 4 XZ FLUORESCENT WRAP I [Tel. LIGHT AROUN AROUND i- (RECESSED) 4.)G. FLUORESCENT LIGHT 2 11 -BULB WRAP AROUND (SURFACE MINT-) TPLUORESCENT q 4' FLUORESCENT 1 7 1 4' TRAGIC LIGHT PANEL METER • S.D. BATT. BACK-UP I W/ HARDWIRE SMOKE DETECTOR - WALL MOUNTED BAIT. BACK-UP 1 SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LES8 THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS Il/ OUTLET ® TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TSOEEd, �UNO. A/ alscoroNEcr THIS SHEET TY TELEVISION JACK CEILING BOX REaUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RE To BE SUPPORTED I TEa N Cr' LING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR N$PECTION n n n Q 24' INCANDESCENT i LIGHT STRIP �n nno 3W INCANDESCENT i LIGHT STRIP 48' INCANDESCENT nnnnnnnn LIGHT STRIP CC FLOOD LIGHT �.-. OPT. SECURITY KEYPAD d r: P.B. FOR CHIMES PUSH-BUTTON LIM PORT ,y ® .I LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO ) °BE VERIFIED • HOMEOWNER F'RE-CONSTRUCTION MEETNG. * ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FEICR ITH EDITION (2020) 4 NEC 210,12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR -ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND "13% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FaL, ENERGY CONSERVATION (RESIDENTIAL ENERGY. .EFFICIENCY) 2020, 7th EDITION R404J EEL - - L LANAI cEILI - -' LIVING ROOM A9TD. LIGHT _'PRE -WIRED 70 BE INSTALLED, CLG FAN - PROVIDE �� RE-WIRED BDRM.#1 J-BOX FOR WP CLG FAN : OPT. FAN \V GFI�C 01- n DINING ;4 / CLG FAN ROOM ;n / I ❑_ L I I CABINET r---- ---r Gr/ BATH # 1 � I I °��, GFI L - _ - ��I GFI W.I.C. v� I L —40 REP SINK D I OUTLET -- `\ KITCHEN FOR Dw LAUN. VP _ M ❑ �� — � GFI GFI � - � ii L 1 77 db \ RANGE I � -- - - 4/ BDRM. DE1�T - ,I HOOD WIRE W/ OUTLET FOR L) FUTURE MICRO r PRE -WIRED l 1 / i CLG FAN - BDRM. PRE-WIRI=D \\ i I X,.- CLG FAN I — GFI GFI H s . P.B. FOR 44'AFF. 44'AFF. j tlJH GARAGE DOOR I `\ -- -� BOL ARD .. I � 1 L �� ° \ — AS REQ. GOND: PER BLDG. \ CODE o ; BATH #2 �� ® I v I-- S/GO 1 \\ WALL MOUNTED ---- / \ LIGHT W/SWITCH IN / ATT � . / \� � CLG. � -a ', • I / •� / KEYLESS OUTLET z METER / FIXTURE 4 FIELD BDRM. 2 / tL VERIFY FOYER LOG. -� IRRIGATION OUTLET:a / r , 48' AFF. ENTRY CsFI f - GARAGE 171 PRE -WIRED CLG FAN / M n ❑I _-— — — — — — — — — — — — — — OPT- ' r COACH LIGHT J'ECTRICAIt PLAN .I=: 1/4' = 1'-0' W P Panel MAIN - A PANEL: 8/16wpert. breaker VOLIAUE: 12U /24U V -1Hh MAIN: 1bO Amp M.C.13 FEEDER: 3-#1CuTHWN&1-#6Ci1((-:)in11/2"C OR3-#2/OALTHWN&1-46CU(G)inll/2"C. Wire Pole Bkr ..Description Watts circuit Circuit Watts Description Bkr Po #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 ispace 6 5304 A/C C.U.-1 " 35 2 .Space PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1CuTHWN&1-#6Cu(G)in11/2"C OR3-#2/OALTHWN&1-#6Cu(G)in11/2"C. Wire Pole .Bkr Description Watts Circuit Circuit Watts Description B #12 1 20 Small Appliance 1500 1 3 5 2 8000 Range 5 #12 1 20 Microwave/Hood GFI 1800 4 #12 1 20 Small Appliance 1500 6 4500 Water Heater 2 #12 1 20 Refrigerator 1500 7 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 _8 10 1200 Disposal GFI. 2 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 2 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 Lights AFCI _ 900 13 14 16 5000 Dryer GFI 3 #14 1 15 Living Room, Lanai Lights AFCI 900 15 17 19 _ � 1 _ ` 27 29 31 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 900 1-00 _ 18 20 1500 Washer GFI 2 #14 1 15 SD8 C/O AFCI 1000 Garage Door Opener GFI 2 #12 1 20 1 Laundry /Bed #4 /Den AFCI _ _ 22 _ >4 6 _ 28 1200 Garage Lights and Receptacles GFI 2 Space 900 Bedroom #1 AFCI 1 Space _ 900 Bathroom #1 AFCI 1 Space _ 900 Exterior Lights and Recept GFI 1 Space _ 30 32 1000 Irrigation controls. only Space 2 Space Space 33. 34 Space Space 3c _ 37 36 �38 Space Space Space. #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% Load subject to demand factor calculations / In 5525 30 41 16000 First 10000 watts at 100% 10000 Remaining watts at 40%• 13440 Total A/C load 10829 rotal Connected Load Watts 34269 Total Amps (watts / 240 volts) 142.8 #8 kr Pole Wire 0 2 #6 5 2 #10 0 1 #12 0 1 #12 0 2 #10 0 1 #12 0 1 #12 0 1 #12 5 1 #14 5 1 #14 5 1 #14 0 1 #12 27600 - Load subject to demand factor calculations ! line ABBREVIATIONS: Reviewed for Code Compliance AFCI: ARC FAULT Cl Engineering NC: NON-COINCIDEN Sciences GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD General Lighting & Receptacle Load A/C Square Feet 1828 ral Lts & Rec 3 W / Sq. Ft.. 5484 is 1 at 65W/Li ht at 100% 65 General Lights &Rec (Watts) 5549 Lts & Rec Panel I I I � I I I I a I I I I m I I L° I I � I I= I LED LIGHTING DOUBLE LAV. BATH 01 150AMP ELEGTRIC,4L RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND NSTALLATIONS $HALL COMPLY WITH ELECTRICAL PROVISION8 OF THE FBCR ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHNrtHWN UNLESS NOTED OTHERWISE. POWER CdMPANY TRANSFORMER o ° I L LED LIGHTING @ SINGLE LAV. BATH "2 PROVIDE 3"2/0 CU, THUN +PIS CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 106 CU N 2' CONDUIT OR 2/0 AL. SEP- (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHRASE NEMA 3R ENCLOSURE PANEL 150A/1P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING: TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY-'� I N4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 41 COPPER (OU) IN CONCRETE ENCASED ND O ECTE PER 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE STEEL P R 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC EDITION C202P). CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" IgIA X 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Q cerh IN P. SUBDIV. 8e ;. rk CREEKSIDE PHASE 2 LOT # 2 4 PROJECT# 61 04321.200 024R1 MODEL. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN `a 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA MAR 19 '2021 MICHAEL C. ANDERSON All NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"=1•-0" SHEET EI it 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT* „x.n 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING,., t RIGHT PAGE: fl "I PLUMBING PLAN rI 160 MPH EXP. C U T ; ,`I : Q FLORIDA MAR 19 7"! MICHAEL C. ANDERSON AR NO 17305 =lq3 17 21 SCALE: 1/4 -1'-O" SHEET pI a a I I u LANAI LIVING ROOM 12xI2 12x12 I n - BDRM #1 Ld o DINING � li IOxb n n ROOM IOxb � r izfa cF-I i lox& IOX6 - - -i-- - 120 CFM 120 CFM 8X4 5 GFM C --- --- — -- CFM ' I BATH #1 � ^ G � R I 8X4 ti _ 6' 45 GFM 1 10x,& , _ - 120 CFM u rp -0 . KITCHEN Sx4 IGFri - 45,CFM _ 10x6 5 CFM y iFF IRA 5 12x16 12xS PASS I I BDRM.#3 MLOUVER111 4tHRu DEN I PLANTATION I r I80-04 2 S n L 10x6 - MAX AIR- l5 CFM 584.15 CFM'I 12X8 PASS HRl I 8X4 I 45 CFM CFM 5 CFM n 12XS I -- - BAH #2� V I PASS THRU GARAGE 10x,& \ -- 120 GFM FOYER u ' BDRM•#2 Fi -- U C•J• °I•I ENTRY U _ - MECHANICAL PLAN SCALE= 1/4 = 1'-0' Reviewed for Code Compliance tu Universal Engineering Sciences R-VALUE SCHEDULE 1LOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 CREEKSIDE PHASE 2� LOT #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: �q �I MECHANICAL k PLAN 160 MPH EXP. C r r"'j'4 i DATE: 031721 / / SCALE: 1/4"=1'-0" M, SHEET MI PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O.C. MAX FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 624' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O-C. TYP. INT. WALL (NON- B RG. SCALE: 3/4' = I' -O' FIBERGLASS SHINGLES WITH LINPER F5CA B05.11� AS PER FBCR 905.1.1. qT ROOF SHEATHING THICKNESS AS PER 1/2' DRYWALL J 3 5/5' OR 5 3/8' --� METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD 5ASE50ARD- 3 5/8, OR 5 3/5, TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED TO GONG FLOOR W/ 3/4' Pi 4 TO WOOD FLOOR W/ 1/4' WOOD SCREW 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NO N-BRG.) Pil) SCALE: I/2'=1'-0' SHEET SNI. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH GLG. BOARD ELEVATION Pi; TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION il 2x FASCIA PER 1 -m TYP ELEVATIONS . VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT V AS PER MANUFACTURr=S SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING ^ �STRIPS ®24' O.G. S' CMU 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY �— WOOD BASE - 5" DIA. SLEEVE, DO NOT CUT BOND BEAM O NOT GUT SOLID GROUT THE BOND W/ (1)- S BEAM (2) COURSE - -- REBARS FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PR=-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0R 0'-0" FIN. FLR'-0' FIN. FL _ _ ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 7TH EDITION, SECTION R301-13 AND 1609.5.1. WINDOW OPENIN W/ G B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR 905-111 OF THE FBCR 2020 7TH EDITION iS 1*4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR "1 ROOF SHEATHING THICKNESS AS PER SHEET Si 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 L f-CAULK MID REAL GAB LLie` 1 k Pi/C SLEEVE FOR GAB LINE -1/2' GYP. UL. BD. YIV= BABE 2B GAS LINE THRU BLOCK D1 SCALE: 1/11.1'-0' 2X4 SPF 24' O.G. MAX. — SECURE will (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS— PER STRUCTURAL DETAILS 9 'IAX PRE-ENG WD. TRUSS o.H _ PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES f - PER ELEVATION / 5/8' GYPSUM BOARD OR la HIGH STRENGTH GLG. BOARD 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL -... TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.8TEEL APPROVAL i VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO ROOM TRACK 5RAGKCET9 W/ PRODUCT APPROVAL R_a CORNER BEAD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2xb P.T. LLV ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT BACKER ROD WEATI-ERR STRIP MOULDING ALL AROUND(BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS i�I:1�l:1�d1 R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS IV 24' O.C. 1/2' GYP. WL. BD. WOOD BASE SCALE: 1 1/2' =1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING fTHICKNESS AS PER I SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER rSTRUCTURAL DETAILS Reviewed for Code _ Compliance M Universal Engineering -- Sciences C 8' CMU I I � 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -i IN ACCORDANCE WITH FBCR 2020 -ItH EDITION, SECTION R301.1.3 AND 16095.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'=I'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS '1 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER 1-5CR'103.4 - Approved corrosion -resistant flashing Shall be applied Shingle -fashion in a manner to prevent entry of Water into the Wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall With a sealant complying with AAMA 800 or ASTM C920 Glass 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 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321, 200 024R1 013DELiii. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET I on TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8If' WAS 4 NUT O n SECURE 2x4 ONE' J FLAT TO MILK W/ MASONRY NAILS. SIDES: —�- 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN S' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. p R �i NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS AIRE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D 8C.4, E. W-P_®, Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 19' OZ. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r.-�IPINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE -500 MIN- EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OC- MAX SPACING. 2X6: COC SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 2X8: SECURE TO BLOCK WI(2) 3/16' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 18' OC. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" �YPINDO�P TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' OZ. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" /1WINDOW TO BLOCK +1 15/16" 2X4: ZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X(p: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 Is, O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER I I r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D 11INDOW TO BLOCK +2 1/4" 2X4: ZI SECURE TO BLOCK W/3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING- 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 18' O.C. MAX SPACING. 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" i1ffiI1I OW TO BLOCK +.9" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® 1'X4' SECURE TO BLOCK P.T_ NAILER W/(2) 3/I6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER WKV26 WITHIN 8' 4 18' OC. MAX OF EACH END 4 6' TO 8' O.C. MAX SPACING. 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" F WINDOW TO BLOCK +3" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6: MM SECURE TO BLOCK LUK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 is, OC. MAX SPACING. G W CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" ,/ INDOW TO BLOCK +3 7/16" 2X4: 101 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 1/4' TAPCONS (MIN. 3/16' TAPCON MIN. 1-1/4' SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CMU 4 IS' OC. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 I' P_7. X d' MIN_ MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OP EACH END 4 18' OZ. MAX -WP�( SPACING. 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" TO BLOCK +3 3/4" H;IND011 Reviewed for Code 99 Compliance Universal Engineering Sciences i$ :: }' DRYWALL W r: .. W 4 IX PURRING m RIP 2X10 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK VRE�JIREMENTS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J sUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA MAR 19 V21 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: SCALE: I /4" SHEET 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT COAT CEMENT / \ PLASTER,ICK,3 FLANGE OF CONTROL JOINTS T IBE WIRED TIED TO LATH • 9' WRB LAYER n, FORTIFIBER O.C. MAX (VERT.). NOTE_ DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED qiT' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER M, FASTENERS TO BE SPACED STUCCO WRAP � i' O.C. MAX vEt^sTICALLY WOOD SHEATHING OR'I/11S' ZIP SHEATHING I SYSTEM gNSTALLED PER MANUF. CS.) "(14.1 LATH SHALL NOTBE CONTINUOUSTHROUGH CONTROLJOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE.PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.04-15' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLP INWARD • IFT. A O1. FOLD HUARD • PT. A s. CREASE • PT. B O I. FOLD INWARD • ® 1. FOLD INWARD • PT. A PT. A a. CREASE • PT. B z. GREASE • PT. D 9. CREASE • PT. C 3. CREASE • PT. C 4. FOLD PT. C OVER Pi. B TILL IT. C TOUCHES BOTTOM FLANGE ® ®FOLP all - FLANGE L WATER TIGHT SEAL. FOLD,22 b1cm CUT. THICK, 3 COAT CEMENT PLASTER (11"RAl , 1/2' 7 COAT CEMENT PLASTER (CMU) Will LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER M, STUCCO WRAP (mil ONLY) LAP LAYERS OF BUILDING WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' s VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO B7TA7 LATH VERTICAL LAP TO BE 1' WITH FORTIBER SHEATH / V MIN. LAP - M METAL LATH WRB LAYER M, / STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY / Will LAYER 02, FORTIFIBER/ BUILDING PAPER 2 APER LAP SCALE: 11/2' • I'-0' (4) KIC KO UT DETAIL OVER NAILING FLANGE, STOP WRB APPROX 09 ABOVE SHINGLES (PRAMM ONLY) B.h PRAT-E OR CM EXTERIOR \ � s= � E Ii UTALL FLASHING o `q ��r I w a KICK -OUT FLASHMG (SEEa DETAIL) w FELT IAIDERLAYMENT V� SHINGLEROOFINGJ DRIP EDGE. OVERLAP 3'. EXTIll In, BELOW FASCIA WRAP SHEATHING, MECHANICALLY FASTEN 4' O.O. MAX I' MIN LATH LAP, 4" OVER ALL LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES J' THICK, 3 COAT CEMENT PLASTER METAL LATH Will LAYER n, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUR SPECS-) VERTICAL LATH & PAPER DETAIL WOOD STUDS SHEATHING NOTE SIDE LAPS OF METAL OR IAIV ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER 6' MIN. / LAP THEY SHALL BE TIED {\} BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO &' LAP • LA H WIRE AT INTERVALS NOT 3° LAP ® PAPER MORE THAN 9' (229-MM). AS PER ASTM GI063. FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY Be PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANOR SPEC. OR PEEL 4 STICK -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WRB LAVER 01, STUCCO WRAP (FRAME ONLY) lk` i Iff 8" THICK, 3 COAT CEMENT f PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) I - METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED Z 5"X511 "LI' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT n WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 )) L" FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE — PENETRATION 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING CUT AND OVERLAP ONE SIDE OF STEP M STEP Il SEALFr-- D ERING MEMBRANE FLING WRB LAYER M, — STUCCO WRAP WRB LAYER 02, FORTIFIBER - BUILDING PAPER �I-- — -- METAL LATH I - 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' j SELF -ADHERING MEMBRANE FLASHING OVER APPROVED INSTALL FASTENERS (CLIPS, — — HOUSE WRAP. STRAPS, STAPLES) AS FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE —— 4'x4' SELF -ADHERING MEMBRANE PIPE/ WIRE TO FRAMING -- _ _ __�_-� FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I i ' CONT. BEAD OF SEALANT - INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING - ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,(\j. fi f FE f=ENETRA PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787.- _ TION DETAIL (FRA1IE) Reviewed for Code Cornplianre Universal Engineering 91 Sciences DRAINAGE PLANE (UJRB LA"'rER 1*1/ STUCCO WRAP) WR5 LAVER #2 (FORTIF15ER — — — — — — 5UILDING PAPER) 1"IETAL LATH X X X X STUCCO WOOD OR 1/1(0II ZIP WALL SHEATHING SELF-ADHESIVE FLAeHINC NOTE: 1 ITAL LATH: LATH TO 8E PER SECTION RT03-11 / 74571 1 C - 84T -1+4a) 1�I IN. 2.5 LE3S. FER SO. *YARD (UTIL ITS _ OR NO1 IINAL LATH DOES NOT 1 IEET SPECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SiTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY 1DETAILS 160 MPH EXP. C r CHrrECT�OF FLORIDA MAR C. ANDERSON NO 17305 10 FPRIATE: / PRINT DATE: NCALE: 1/4" = l' — 0" SHEET 11 ', 1 No NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SACKER ROD WRB LAYER "1, STUCCO WRAP DRYER VENT INSTALL 6" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 004 ;&MMr*_3 VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING a JOINT ALL AROUND HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WR5 LATER 1*1, STUCCO WRAP) WRS LAYER *2 (FORTII=IBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL Z7 , SHEATHING 5EL1=-A1DHE51VE FLA5HINCx -- -- --- - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-041-1461, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FECIFICATION5) ELEC. METED VERIFY LO STUGCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 10 TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NO TE: ZI IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HK>=H IC.+ 1�C.>=IY>= STUCCO SCRATCH COAT d 1 GOAT OF PAINT W/BACiK- ROLL PRIOR TO ELEC. METER INSTALLATION 1. METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i r_r=t At arl I>=e11 ,-, SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .:O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF #1 5T fi :1 . 0.0.0.0 p .0.0.0 a .o a. o. o O O. o. o O O. o. o 0. ,. ., o 5 T E F #E� 93 Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 17"—WR5 LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/9' TEXTURED CONSTRUCTION FINISH s WOOD 11 FASTEN TO WOOD STR.ICTURAL I MEMBER ®"I' OTC. MAX a' CMU Ye' TOXI MID -WALL WEEP SCREED za 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �TEXTUR=D FINISH s MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES all WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING — MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 5T E f' 1*2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING L ING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5 T F *1(o ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: FIGHT PAGE: WALL ASSEMBLY DETAILS F 160 MPH EXP. C ARCHI[TECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE- 03 / / SCALE:1/4" V-0" SHEET DRAINAGE FLANE (WRB LATER 01, STUCCO WRAF) WRB LATER *12 (FORTIF15ER - - - - - 5UILDING PARER) METAL LATH x x x x STUCCO WOOD OR T/16" ZIF WALL SHEATHING n_t-I 1- AEI If-n I .r- f-I A "i IIt I CORNER BEAD lr CORNER BEAD (FASTENER 4 SPACING 6 1" O.G.) MEW 1/2' T4CK, 2 COAT CEMENT PLASTER APPLIED D IRECTLI' TO MASONR r C6) BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J MODEL: 4EBB "1828-CALT" C3ARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ,160 MPH EXP. C ARCHr ECT STATE OF FLORIDA rH - I MAR 191021 AEL C. ANDERSON AR NO 17305 FP3RINT03 17 21 / /: 1/4"-1'-0" T CORNER BEAD (FASTENER 4 SPACING 6 1" O.G.) MEW 1/2' T4CK, 2 COAT CEMENT PLASTER APPLIED D IRECTLI' TO MASONR r C6) BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J MODEL: 4EBB "1828-CALT" C3ARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ,160 MPH EXP. C ARCHr ECT STATE OF FLORIDA rH - I MAR 191021 AEL C. ANDERSON AR NO 17305 FP3RINT03 17 21 / /: 1/4"-1'-0" T 0 / 2x6 SUB -BAND W/1 "x4" NOTCH ) / - -- END, WRAPPED IN / A METAL FA PEEL 4 STICK " DRIP EDGE 1\` P I\ I - -1/8" TEXTURED I �` I FINISH a WOOD I 2x6 SUB 1 I 1/2" TEXTURED FINISH 'a) CMU \ / \ \ METAL FASCIA \� WRAP Ya" FROM �\ \ - STUCCO, 1" FROM \ ------------------------- - WOOD WALL \ EXTERIOR WALL \� �\ (FRAME OR CMU) �N. NOTE: NOTCH FOR 2X(a SUB BAND ONL'I' ROOF KICK OUT REMOVED �\ \\ FOR CLARIT`I' ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WAAI-L NN, NOT INTO STUCCO) 1-1/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH G END, WRAPPED IN PEEL 4 STICK @ELEVATION- METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRE6 LAYER 02, FORTIFISER IBUILDING PAPER !FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5HIEATHIINC PLEASE 5EE MA' PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/12d NAILS 6"-5" O.G. MAX. 2x SUS -BAND W/lY"x4" NOTCH 10 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL OP 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 WIV2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARIT`I' Reviewed for Code 03 compliance Universal Engineering Sciences FRAME OR CMU WALL KIGK-OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV211x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF: EDGE OMIT-rED FOR CLARIT`I' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT* 04321.200 024R1 MODEL• 4EBB "1828-CAL" GARAGE SVfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA6 I 39'-8 11' 0 2 8'-8" 15'-10 C o 0 0, FM-12X12 1 FM-12X18 N 1.1 °D 4" CONC. T o IX W LL bo bo CM SLAB ILLr LLO w 0 v N op ILL _j 1 (0a *3 1/2" � -24X2 1'-0" 101-01, If 10 7111111 L, 1.1 1 FM-12X18 EXTEND 1.1 SLAB 1 1/2" o, 0 TOP OF V SLAB C_. r` �I 00 IILL I N 3'-4" I Z M ZD U O - a � v in 1 1.1 0I N +II LL IC I. L 5'-0" 15'-8" __4" PVC 1 CHASE o - Q- � TE•1 N 5 1/2" o 4„ ` 2'-8" 1 T-8" 1 0 N W _I d O J J 1 !I, 1 EXTEND — — — ao� 1.1 SLAB 1 1/2" 14" GONG. �1 FM 12X1i8 v ro 1 SLAB a47�- CJ m N LL 1N �-3 1/2" p M,3_5*71/2" 1.1 0? 1,1 FMM=12X18 L _ — 1.1 — J U co M _ U FMC-12X18 `t FM-12X18 - F. 4 10'-2" 3'-10" 2'-8" 1.1 16-0" 14'-0„ 4 _4„ 21 .4" 39'-8" - co LLJ_ 2 1.1 I fU FMC-12X18 4 S1.1 2'-8" 4" CONC SLAB ltllfff� TOP OF SLAB io r 0 co I FOUNDATION SCALE: 1/4" = V-0" PLAN FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2 TOP OF FINISHED St AB SHALL BE +4-0", 3. COLUMN AND FOOTING GENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8, SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.'LUINDICATES #5 BAR, EIINDICATES #6 BAR ■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS 12 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30 #6 =36"), AND REINFORCING SHALL BE CONTINUOUS 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE"M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED S-0" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER 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 I LONG TE-1 8" SEE PLAN 10" - (2) #5's (+)0" 0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0" 0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0,-0,, FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's VARIES F-24x24 24" 24" 12" s s (-)0"-4" Reviewed for Code ComPliance Lm Universal Engineering Sciences SECURE STRAP AEG SIMPS❑N WB CONC. W1 UNIT ROLL STRAP OR (2) EQUAL @ EACH TAP —CONS AP—C❑NS C❑RNER ❑F UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTh SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 t PH: 321-802-359-1 www.abdesigngroup.com AA #: 0003325 7CREEKSIDE BDIV. 8e LOT: PHASE 2 LOT #24 PROJECT* 04321.200 024R1 MODEL 4EBB "1828—CALI" _. GARAGE SVfMC-.- RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA MICHAELMO AWGLON AR NO 17305 f so =mmmad PRINT DATE: 03/17/21 SCALE: 1/4"=10-0" SHEET S 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 8 } SPACING REQUIREMENTS Q F- LU 00 to 0 z 8" CMU WALL to M+- 0'-0„ TOP OF SLAB SEE SLAB SCHEDULE EXT. PORCH SLAB _ 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE' FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERI,OR MONO -BOOTING SCALE: 3/4"=V-0" BOLLARD ALL LA\W/16dCOMMON LATE A MIN. OF 48" AN/ 16d COMMONNAWS, 4" O/C BTM.LAR OVER STUD2x4OO EARING - WAP No 2 UDS SEEPLSPACING. INGLEBTTO BE PT.PRBL TOP PLAT + 0' 0" TOP OF SLAB 'SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY r IOR FOUNDATION OD WALL SCALE: 3/4"=1' 0" (NO LIFT) 'IPE SASE 3 E TO "X21/4 MORM ERIFY HEIGHT F WALL W/ PLAN ROVIDE BLOCKJY E B .PLATE TO 1/ d MASONRY NAIL TAGGERED. ONAL METAL CTORS NOT iED WHEN NO IS PRESENT. AB SCHEDULE - STEEL REINFORCING IN GROUTED ¢ a CELL SEE PLAN FOR SIZE AND > SPACING REQUIREMENTS I � H i co U W coJ (n ¢ 0 8" CMU WALL o �? co TOP OI a SEE SLAB SCHEDULE TOP OF GI EXT. PORCH SLAB ° 4"CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE •" • SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE AND BAR QUANTITY N 2 EXTERIOR MONO -FOOTING @ GARAGE SCALE: 3/4"=V-0" W u r j � NEW REINF. BAR ¢ SECURED W/2-PART a ¢ I EPDXY. MIN. EMBED 8" UNO ' p FOLLOW ALL MANF SPECIFICATIONS FOR in I USE AND CO PREPARATION OF HOLE. w Cc J O.WIf coz 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO M NOLITHIC FOUNDATION 6 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED \ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m i= iG lip- IV'► TOP OF Z SEE SLAB SCHEDULE Z g "ISOLATED" COLUMN PAD OD _: ` CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- - FOUNDATION AND SLAB SEE SCH ULE IFOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 1 OOTING AND COL. P i 30" MIN. EACH WAY MONOLITHIC FOOTING I.. � FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS ,.I ILL MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC FOOTINGREINFORCEMENT SEE SCHEDULE KWAI-WrENANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS; 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" +- 0'-0" I Tno nr ci AD T�T — VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOG4 ]V PLATE TO SLAB W/ OFEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC EE SLAB SCHEDULE a EQ. EQ. SEE SCH ULE �OR WxD, BA IZE ��XXXXXX AND BAR QUANT INTERIOR CURB FOUNDATION WOOD Wp SCALE:3/4"=V-0" (WI UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL. 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION 6UALL: 314"=1'-0 mLu ¢ J J :D rn 0 w w w= rn U RB FOR SONRY ITS SET ELEV: RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 20 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. w_ rSEE SLAB SCHEDULE I Q ° • a , EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3!4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences (NO UPLIFT) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 � r I CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" Ct•ARACiE SWING: RIGHT PAGE: DETAILS li' 160 MPH EXP. C ARCHITECTS STATE OF FLORIDA I A MAR 1 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: T 03/17/21 SCALE: 1/4 SHEET t. St. th` 1 F n cJ v in (V � J II� DOWEL PLAN SCALE: 1/4" = 1'-0" 13r;,_in" op ti M Zo Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE INDIAN HARBOUR BE FLORIDA 32937 PH: 321-802-359: www.abdesigngroup. AA #: 0003325 �i. i 5 � s> J e 7JEM1TV ?fix lL : CREE XSIDE PHASE 2 LOT #24 PROJECT* 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 100 MPH EXP. (C ARCHIF,., ... STATE OF FLORIDA rt rY FFFiSSS°! 2021 ERSON 05 DATE 03/17/21 I SCALE: 1/4"=1r-0" 1 SHEET S1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELE �c a �a I a q I 1 I G 6 III IL Q aA J Q p —ICLEAN OUT REQUIRED pC ;FOR INSPECTION co co OI co 0'-0" FIN. FLR. TIE ERTICAL REBAR a a TI HORIZONTAL REBAR W/ 10" HOOK z W ih U HORIZONTAL/VERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z ¢a o F- mW co 7 J �U) o co_ 0 M d 9 a EXT. PORCH SLAB W/ 1/2" ISOLATION • h JOINT (WHERE APPLICABLE) Z > o a � T 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE. 3i4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND_ — SPACING REQUIREMENTS TT 8" CMU WALL +- 0 0" +- 0101, TOP OF SLAB 4 TOP OF SLAB a a CCC CI AD Q! uCnl II C ' Z W �--4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT 6 PVC CHASE N PER SCHEDULE THRU FOOTING r BAR SIZE 0 4 BAR DIA #3 18"co #4 24" #5 30" #6 36"' #7 42"' CMU UNIT DIMENSIONS J_-�z ARE NOMINAL SIZES MASONRY SYMBOLS q 91 Reviewed for Code Compliance Universal Engineering SCIBnCeS 2194'HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLJP3DT\7: 8e Ij67 CREEKSIDE PHASE 2 LOT #24 PROJECT 04321.200 024R1 MODEL. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS ARCI1rlE12, C rl STATE ,OF E�_.'O�-�1=[�'� MAR 192071 MICHAEL C. ANDERS01 , AR NO 17305 PRINSC I-011 T DATE: 03 /17 /21 sxEE�'NEEMEN FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) i Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO' WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDO 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 NAT RE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL �INAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE EIUGINEER'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. EAM SCHEDULE ZSZM INDICATES OPENING BELOW / T.O.B. = TOPII OF BEAM / B.01. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = OP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C a ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS R MARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 S� S — (1) #5 — NIA — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES IT ..� I A "I . . . r m . . . . . . . . . . . � m . . � m m ... 8F16-1 T/OM/OB 8F16-1 T/OM/OB 8F16-1 T'0M/0B 1 ♦ 1 zi LL 1 ♦ �� 1 ♦ I to ♦♦ �� 1 'zi ♦♦ I'� t� r 1 °D `♦ GT �, 1 1 1 � i 1 � 1 1 � 1 1 rl 1 1 � 1 1 0l 10 21 11- 2.1 1 I 1 I�i u1 1� °°1 1m 1 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 I� 1 1 ♦ ♦♦ 1 ♦ 1 ♦, 1 1 �♦ 1 1 1 , � 1 1 ,## 1T/OM60B 1 1 1 1 ♦ ♦ 1 1 `♦` 813F6-11/OM/OB' 8F16-1 T/OM/OB 4# 1 �T—T 1 ---------1-----a---J L---------------1---------------J 8 F24 MIN.-1 T/OM/1 B 17'4' BTM. OF LINTEL @ 7-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SC LE: 1/4" = V-0" 2194 HWY AIA,'SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www. a b d es i g ngrou p. com AA #: 0003325 woommuMm 3 � XJE DIV. 8t LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 180 MPH EXP. C MAR i 9-2021 MlICHAEL C. ANDERSON AR NO 17305 MKT 10ATE: 03 17 21 _ SCALE: 1/4"=1'-O" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x3•. / 1. PLACE LINTEL ACROSS TOP OF OPENING. BUND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING —$—_ \\\J PLACE STEEL HEIGHT. O REINFORCING (L2) BE A BOND BEAM WITH 1 #5 BAR CONTINUOUS AROUND i 4. THE LAST COURSE WILL ( ) � T HEREIN- 1#5 AS DEPIC CD H G STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED SO THAT THE LAST C\ \� BEAM WITH A BAR IN EACH COURSE- TYP: 8"x16" TWO COURSES ARE BOND S #5 C COU S ��P\\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 j 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. Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.Bx1 6 DEL. BOND BEAM WL(11#5 BAR `\ - BON BEAM EACH COURSE G 8x8 BOND BEAM TOP OF F=.FILLED W/ GROUT W/ (1) #5 BAR BOND BEAM U= UNFILLED GROUT SOLID FROM 4TOP - _ S1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. I BEAM COURSE SEE NOTE 5 16- 1 T/ 1 M/O B 8x8 PRE -CAST CONCRETE PP��F�P NOMINAL -ice LENGTH OF I BARB WIDTH OF LINTEL W/ MASONRY $: BOND C OPENING-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - 1 T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" .AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (1-1) REFER I f (D IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1 M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP _ LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL - PRECAST HEADER{MINI 2x4 (MIN 2 X 3) 1 3'I6--...---- TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST „ OR DRIVE PIN (MIN SHANK WINDOW r SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 14") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" °J EMBEDMENT 2xB (MIN 2 X 3) 2-31G TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT I 2X4SOLID BLOCKING — 1/4") 8" FROM EACH PND AND SECURE TO SHEATHING V 18" O.C. MAX. MIN 1-V4" MIN.2-12d PER BILK. EA. EI EMBEDMENT TYPICAL MASONRY WINDOW 7/16"WSHEATHING AL - CMU WALL SILL CONSTRUCTION ��RCHWAY FRAMING DETAIL SCALE: 1 1/2"=1'-0' F SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineenng 09 Sciences SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM XBEAM STEEL REINF. OF BOND. BEAM CHANG71N 7 ELEVAT SCALE: 3/4"= 2194 HWY A1A, SUITE 30.1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMI)I . & LOT: CREEKSIDE PHASE 2 LOT #24 PROTECT* 04321.200 024R1 MODEL: 4EBB "1828-CALI' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrIECT: STATE OF FLORIDA �3 la u 19 29n1 MAR MICHAEL C. ANDERSON AR NO 17305 PRI7�iT" (DATE: 03 17 21 SCALE: 1/ /4"-1'-0" SHEET R S2. 1 A Im f f "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB /16-1T/0B /20-1T/OB /24-1T/0B /28-1T/0B /32-1T/0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-1B 8/16-1T/1B /20-1T/1B /24-1T/1B /28-1T/16 /32-1T/16 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4' 0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 _ 4 6 PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 1 2080 2593 3107 1 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 1 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 1 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11°-4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 ass loss 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'.4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22r-011 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION -CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance ER Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 00133325 A SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #24 PROJECT 04321.200 024R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES Q60 MPH EXP. C ARCHITECT STATE OF FLORIDA FAR 1 9 212�1 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"-1' — 0" SHEET CC 1._J 2 e 2 A FRAMING NOTES: 1. U.N:O. ALL STRAPS FOR ROOF TRUSSES TO BE I CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) NOd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, 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 FASTERSCHEDULE 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, t CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL, FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" D x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11.'TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE: 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS END JACK WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND WHERE APPLICAB ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. A DISSIN TRUSSES W/2X4 }I ' BOTTOM CHORD 3 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. E� CONNECIg6CXEDULE 1 1 Niek USP SIMPmN I r.-�. �,o R �e,"m ".� "PiHT (2)HIA-20 2430 (21 HEA20 25W t1016C2Plr,EM0f0a". Z WGT4 L655 L6I2 i.5 REK(5p// X3"Wedge-B0. 0 LUG, TO. LGT3SO525 3480 CONC(a13/8'XS"WediDA i a DETA-20. RBRO BETAL20 BURT I36)WXIIn,1PLYALTLf g MUGT15r MCT. 3965 (U119'AT R.INHIBIBIBE N VGT2. 95 9171 ]5 rvGT.2♦ ]BM1Y11 WOOD (3) IW, MA50NRV(2. HUG13+ 98W HGT3. 10690 W., RQ 1M, MASONBY(2. EPTA ]510 PARALLEL TOWALL 1a]151 PARALLEL TO WROLL LTA2 1210 PARALLfLTOWALL 1210 PERPENpNIARTO WALL (101101/l]n• MUGT15 3945 YGF US. . (1)5/R' A I R IN NIGH OTHER NIG"T 95J5 IEYR ]IBS (2I5/8"A.T.R IN MIGX STRER n.nnr.s a5c MTS-12 1 990 1 1(14)1Gp R 11/2",(14)Did GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOIV BOTTOM CHORD .CHORD 2x4 SCAB NAIL ED TO M DIAGONAL. TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING NAILS FOR EA H CHORD CONN ECTION JLAR BOTTOM CHORD BRACING-® EN DISSIMILAR � r CONTROL DATE: 01/2]/2B20 ON X 1In' I -PLY, 10d, I-In� 7TA18r. i 123S 1 JWTA�18"1235 OA)lCb (141>M M STA IS-13111 MSTA 18.. ]315 Iq'4 1Ltl (141 E. MSTA.2a!+ 16g0 MSTA�24.. 1610 (1811L4 Ill.) HER SPT4 0)5 2 P4 B2s (6)IOe IO SI BOB A'. lV rule �••�•••••^•r-••----- MP34. 5251N E1W1ER.'+ A34 430 (410B1'112" 0 BEAM,(RIDIII 1 UEUCGUT (q)B;.'I%T TOBEAW(41R]x11/2"IOIOSR Jim) !" i ImxlyProfurt p211aaxil/r n.Tm TOT RUSS,(8) RNX1$ mMTE pal lae xlln PAD" 211, 6175 jAdU"4 - ,."D ... m .. - .• .. .... .-..- PAU. : 2455 TROTS ABU 6. 21911 18205 (15/8"AT.0.IN XIGX STRENGTH EPDXY LT519R... 1205 L719... 1310 (])3/4'A?P.IN HIGH SI O ENG3H EW TUBBED ..5 IIW LTTDTT- 1'. (1)3/4AT.R IN HIGH STRENGTH ERCgD N C d. Z 2 4 HT745 41M HTT4 "55 (1)+/a AT 0. IN HIGH STRENGTH EPSI HRAS 5005 HTiS 5091, (115/B°bT.R IN HIGH"R E NGTH EMXIY UPH Dill 14395 HHDE115D5 11810 'p)5/B (]) S"@.3.R.IN HIGH STRENGTH ELDERLY PHOA 6525 HD]9 6641 A B.INHIGH STRENGTH EPO:O TOM2R]D 5330 1 / N a B Iry HIGH S'FRFN(ifH EPfEII (I J NFM35 %12U 21R0 ]]30 MBPA 356(]3.25 3475 p)]/2 'BIXTw MIN6"EMBEDS Nf DYN(1 (M,ILT SLfFYE ANCHOR OR fO W/ NU54121F IS. 2710(100%) XJSUl2 (WOOD) 3431 (]011(rt LT O HEADER, 110) 16d TO WOOD 211Tm%) 2 21p25%1. 3220(125%1 * VV11 C'1 r 2 HD4101FICMV) 1P50 3@0 (CEBU) 1..45. .3^wa �gEws, flahwn ( WOO 4 IfSP1201316"' IAPPER.,p011 HD2ID-21FICMUI 1950 3".IWO l8W 4500. .3-"ws35CRFM,, popad I wCOD IIE5p12013/]6" IAVPf R4 p0f1 XD21031T(CMUJ )795. ENS HUC21- CMG) I8d1 (1811i 3 " W13 SCREWS(10113dT "Ll WCMd,I,SP (20)3/]6"]TAPPER ,I10)l - 55!Ya-(4)3/R]r4 WISH, _E11111.AIC1115, WO LGUM2A2 2125 GLEES L3UM26RG 1430 10 WOCO IEm Il(1"A.T.R. IN HIGH STRENGTH FREED, IMIN 10". EMBED]INCONCI,R4AMAl'X2A WUUUxH[wS AS (117(e-A.B. IN HIGH STRENGTH EPOW,(MINA- EMBEBIINCONta(313( 1143B0111TEWCOE IU WOOD .RWRAMSEI/RFUHEAD (1)3/4"A.T.R. IN HIGH 5TRFNGIH EPDXY, IMIN 6.75"EMBEOMf NT(I CMVTDGP,jTv4"AT. RIYXIGESTREI 4 EP.,(MIN.6.]5' EMBEOMENTI IN GMJ FACE, USE 1Bd 10BEAM (10) TAB TO NfADER,(101161 TO WC00 (18)1/4 X 2a/4_ TITEN I9 PER ILANGE)TO CMa, llapOn DJ WOOD EB)1/4" t 2-3fq" 1 RfN I9 Pf fl F1ANGF)iOCMV, pO)]IItl IO WCOD (1BI 1/4 X 2-3/4" TITEN (9 PER FLANGEITOCMU, (1%1GE TO WE00 (413/B v 4 TITEN HD ANCHORS (2 PER NANCE) TO CMU,1411/4)(2 /25D9SCRENS10WC00 FOR EACH CHORD CONNECTION vG ® MID I M ' 0 U O C3.1 00 m o cc: N O (dj LL rn c7 Z Z 4 O ¢Ca m o � O x U I 20 O o9 m Q E N O @J LL Z Z U , O CC NQ1 Q W sCE CE U I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. LED co CJ1 u u u n I u u a nEJ7 n u CJ1 11 � II II CJ3 a II a 1C l u u n n u u u u n n u ll = CJ3 0 ATTACH II 4'-0" LONG 2IxI SCABIITO TRUSS W/ 1 d NAILS @ 6" O.C.CJ5 II ifI) IitI n(I IIII (4" FROM EA. END) 1A A14G PI 6 __ ===L S3.1 p 1A -=-8 t ROL PRE -FABRICATE ROOF *e, Reviewed for Code TRUSSES @ 24" O MAX Compliance ;�.. ,_,,,i = _ - - _ - _ _ - _ - L� Universal Engineering. - "' M1° - Sciences I cc XX I I I I I I A - - �I - 22"x54'� - ATTIC ____ - - - ---- ACCESS ----8 I I I I i A ( ===7 I I I I I I A11 A13 IA 1A 9,/ I 3.1 3A A15 _ Lif 77 Q / \ / \ -- \ / \ \ / A16\ C1GE BIGE 7 8 7 8 3.1 3.1 3.1 Apq.1 gj FRAMING PLAN SCALE: 1/4" = V-0" m 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 /� 1; 1E.kD1 . �c T: ] CREEKSIDE PHASE 2 E LOT #24 4'1'.vs HONTECT# 04321.200 024R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT FRAMING G PLAN i1 ARCHRIEC:T: STATE O(� FLORIDA MAR MICHAEL C. ANOFR N �rc AR NO 1 �C ie4eMs y " DATE: 03/17/21 SCALE: 1/4"=1'-O" SHEET r\\ S 3 ) �71 ENGINEERED WOOD TRU SE PLYWOOD SHEATHING, SEE @ 24 O/C, SUBMITS OP "ROOF/WALUFLOOR DRAWINGS FOR RE IEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA1 "ROOFANAI/FLOOR TRUSS ANCHOR WI H NOTE: APT SYP #2 2" x 4", B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING 12 16d x 1 l" NAILS TO TRUSS (9) 10d x 1 2" NAILS T 6", 8" x 4' 0" MAY BE ADDED ( ) z FASTENER SCHEDULE" GIRDER. PROVIDE 5 W/ 10d NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE:O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3'-" NAILS TO GIRDER AND NOTE APT SYP #2 2" x E CONJUNCTION WIT ACCOMMODATE GIRDER 4 6', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS a" SEE ARCHITECTURAL ANCHOR REQUIREMENTS: WITH (4) s z 5" TITEN HD TO CMU AND (12) SDS 4' x 22" TO GIRDER 2x SECURED W! (3) 16d B' SIMPSON FGTR GIRDER TIEDOWN WITH GALV: COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/'10d TRUSSES 24 O/G, ix2, 2x WOOD FASCI (2) 2' x 5" TITEN HD TO CMU AND (18) SDS a r SUBMITIM SHOP DRAWINGS SEE ARCHITECTURAL 3 TO GIRDER GALV. O/ COMMON NAILS FOR REVIEW 2x SECURED W/ (3) 1 d C (2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE' P ALLOWABLE UPLIFT = 3285 LBS 2 OR 3 PLY A ALLOWABLE UPLIFT = U:1810 LBS, L;770 LBS (1 PLY) ( ) B ALLOWABLE UPLIFT = U:2365 LBS, Lr1430 LBS (2 OR 3 PLY) f3 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U12705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ TYPICAL ROOF 1 a 1 b 1 c GIRDER`CONNECTOR(S) SCALE 3/4" 2a 2b 2c SCALE:3/4"=V-0" GIRDER CONNECTOR(S) Gi NOTCH DEPTH 1/4*D �' HOLE EDGE a5/8" kHOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY BTM. PLATE STUD NOTCHING AND BORING LIMITS $ SCALE 11/2"=V-0" EDGE >5/8" I HOLE DIAMETER <3/5*D DBL. STUD 6-0" MAX (W/1 X4) OR 10'4" MAX (W/2X4) K # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 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 SCALE: 3,4"=V-0" Reviewed for Code Compliance Universal Engineenng Sciences 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 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) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. (^1 BTM. CHORD BRACING � V 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 0" (1) "X" BRACE 30 1 TO 60' 0 (3) X BRACE (1) 'X" BRACE a CENTER (2) 'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS --- STIFFBACK (AS PER -- TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X BRACING IS PRESENT AT 4 0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2 DIA ANCHOR BOLT W/ 2 WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX I_ '7 CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED Co) 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG LAS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, ALTERNATE MATERIALS SCALE: 3/4"=1',9v, 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com zh AA #: 0003325 "SUIEIDIV. T: CREEKSIDE PHASE 2 LOT #24 PROJECT# 04321.200 024R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHnE-,mr STATE OF FLORE)A ( MAR 1 MICHAEL C. ANDERSON AR NO 17305 WOO PRINT 7 :DATE 03121 / / SCALE: 1/4"= f — O" SHEET S3. 1 l 1 'a h b q PRE-ENG GABLE TRUSS— 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C.'(AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION ECURE 2x6 PT. PLATE TO BILK // 112" DIA. ANCHOR BOLT W/2" IASHER SET IN HIGH TRENGTH EPDXY 6" MIN. MBED. AT 32" OC MAX. ECURE GABLE TO 2x8-P.T. LATE W/ 12d's 8"'O.C. MAX � o R(TD WOOD TRUSS (TYP) @ 24" O.C. MAX 8 FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 10d's@EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @a CMU WALL 8 SCALE: 3/4"=1'-0" G9Reviewed for Code Compliance Universal Engineenn,. Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 a SUBDIV ITT: CREEKSIDE; PHASE 2 LOT #24 �? ROJECT� 04321.200 024R1 , ODEr • 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: j DETAI _,�~ ' 160 MPH EXP. C ARCHrTECT S'TA7E OF FLORIDA MAR 1 9 2021 MICHAEL C. ANDERSON AR NO 17305 l; lop PRINT 03 17 21 i DATE: 3 rr SCALE: 1/4"=1'-O" r SE3EET f � k1 S3e1� 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d Ca EA: 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10- HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV: COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ! SCALE:3/4"=1'-0" W/HIP RETURN � a VTCR SPACING (1) AT EA1 SIDE VIEW PRE-ENGINEER�� VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. Reviewed for Code Compliance Universal F_ngineenng 1B BCIHnrFf 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Was o 7D7"Tss 737: C EEKSIBE PHASE 2 LOT #24 PROJECT 04321.200 024R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT U PAGE: I'. DETAILS Fma ky — MAR 19 2021 I FML. C. ANDERSON AR NO 1730 'pRxNT DATE: 03/17/21 SCALE: 1/4"=1'—Q3" SHEET S3.I GABLE END 67, + - FALTAMVAMV�V�V" FALVALVAN Vol so= VCO21 V T T V V -.HIPROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ' ZONE 3r='83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.G. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, F1667 PNEUMATIC 2 3/8" 0.113 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16 O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O;C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING o 1 J ZONE 1: 8d NAILS @ 4 O.C. ON EDGE AND 6" O.C. IN FIELD m ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD FT ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BUILDING LENGTH NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED II ROOF SHEATHING LAYOUT AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLIES-DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x442 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING FIER NAILING SCHEDULE * Bid RING SHANK GUN NAILS Cb 4" O.C. TOP & BOTTOM EDGES @J aW �7 V J zLu � O = U CO z cc J Q Z Z CD O Y W L`- = Z U) U z O Q C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELID SPACING TYP, EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF U) LU Lu it o C #8 2" DECK SdREWS Ca 6"-8" O.C. MAX @ EDGES & 12" -C- MAX IN FIELD. UNTHREADED 1 SHANK TO EXEND BEYOND THICKNESS OF L UO SUB-FLOORSHEATHING Co TYP- 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING V ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS N T H WN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". A R c H I T E d T s- ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR - ACI 318 14, BUILDING CODE REQUIREMENTS CRIPPLERS. SIL - PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON FOR STRUCTURAL CONCRETE, TMS 402l602-16 AISI SPECIFICATION FOR THE DESIGN OF ELASTICITY - L, - DRAWINGS. SEAMS LAPPED6 INCHES AND SEALED WITH ADHESIVE TAPE. COLD -FORMED STEEL STRUCTURAL MEMBERS-2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE THE, ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATE/ .� CORROBORATE ,¢•°`„yDesign SHALL BE CONSTRUED. TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL Group— EXCEPT WHERE DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL B EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE April 21, 2021 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS Planning & Development S0TV1C85 OF. THE WORK.. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDINO PROVIDE SOLID I - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. Building & Code Regulation Division THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 2300 Virginia Ave. IS COMPLETE:. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATEDWO( Fort Pierce, Fl. 34982 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: , AT BEARING LOC " - - DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, (772)462-Z172 TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL W TBE DESIGNED RE: Permit # - HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC, EACH WAY. - QUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE L D.R. Horton Homes - SEALED BY A PR( Creekside Lot 24 - - DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: Response Letter TOi, WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR E( GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE RRE- DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICA For the above listed project, the plans indicate 7/16" roof She&thing on Sheet ss CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR This i8 an error On the IariS. The Correct callOut Shall be 19/32" Sheathing thickness aril AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AN p ROOF: LIVE LOAD FLOOR: .LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS`. #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. the correct reference for wind pressures 15 ASCE 7-16 reference. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACII - - 1 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH 1 - DEADLOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OI 15 psf TOP CHORD (1 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, , (7 psf w/ ASPHALT SHINGLES) (10 psf w/, No GYPCRETE) HURRICANE STRAF - - 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB. BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH BEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH. HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHA BALCONY LIVE LOAD 60psf WALL. TRUSSESIGIRDERS STAIRS LIVE LOAD 40 psi RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR (ASCE 7-16 (FBC R2020) LAti WIND: DEAD LOAD SPEED 20) MPH 3- SECOND GUST EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, _ - - LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE:. 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &/ STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRU( AND DECKS`40p5f, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGII VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf,SLEEPING ROOMS: 31 STAIRS: PROVIDE ENGINEEL 40psf MASONRY: PLAN SHOWING COI MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFES. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE ST SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES),. AS PUBLISHED BY CONSTRUCTION SCI .Should you have any questions, please. feel free to contact me. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. O V PROVIDED BY THE T COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC_ ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRI Sincerely, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED Reviewed. for Code ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. e ,,-. � "" _-' - - - ianc 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 WIN/ ALL TRUSS TO TRUE - ; _ _ UnUniversalersa! ECompliance REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH -�" - - - - �_91 Sciences 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 1, NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION APR Y 1 E+fL1 TO CONSOLIDATE. GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE ehaei C,-An7lerson _ FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS O5 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 F ,arlda Architect #A f33 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. �- - - 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 2194 Hwy AIA, Suite 301 Indian Hazbour Beach, FL 32939 •Phone: (321) 802-3591 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. www.abdesigagroup.cmD CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE -. 00 MINIMUM DESIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL" BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: y THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE r CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION. OF STRUCTURAL STEEL FOR BUILDINGS. yri(�;77REEKSIDE VLO " & OT: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ;a CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Reviewed for Code A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = Compliance fi $ 2,50D PSI REGULAR WEIGHT FOR FOOTINGS,: AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. Universal Engineering PHASE ;L A L� 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, Sciences 1111- ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307.BOLTS WITH DOUBLE -NUT LEVELING. ALL LOT T CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS - � L CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD - CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-PROJECT ETC.CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN BOLTS ARE TO 8E STEEL. 04321.200 024R1 WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON MODEL: THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 4 E B B NON COMPLIANCE WITH THE ABOVE. " 18 2 8 — C ALL" 1, REQUIRED CONCRETE COVERAGE. OVER REBAR SHALL BE AS FOLLOWS'. - A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): GARAGE S WIX: B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-112" FOR #5 AND SMALLER RIGHT 2" FOR #6 AND LARGER C. FOR CCNCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS PAGE: 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS , F4 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZETYPE SPACING REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOUR BUCK i 4" DIA TAPCON MASONRY 1 1/2" EMBED., 4". END DIST., MASONRY; CONIC. NAIL 1' 1/2" LONG. TO MASONRYCONC. NO WASHER FASTENER 6' O/C 1 1/2" EDGE DIST. SGD, AL. EXT. CASE HARDENED COIL WINDO FASTENED GARAGE DOOR BUCK 3/8 DIA.OR 16" O/C q^ EMBED., END DIST., GO/C MASORi ix PT, SEE NOTE6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY%GONG. OTE6 TO INASONRYrCONC.. C/8"DIA). 12'DIA. EXPANSION BOLT 24^0;D (1l2"DIA) 3"EDGE DIST. E - w/ WASHER WINDOWSUCK CASE HARDENED COIL 9"O/C WINDOW'DOORrFASTENED METAL STRAP TO 'CONTACT THIS ENGINEER FOR SPACING 1 x PT, SEE NOTE 6 NAIL IV2^LONG. STAGGERED INTO MASONRY/GONG. MASONnY-GONG REQUIREMENTS REQUIREMENTS V J EXT. SWING DOOR (2) 3,/16"DIA. "TAPCON" 1 1/2" EMBED, 8" END. 18" O/C NON BFARINO WOOD 112"" EXPANSION 4' EMBED. 4" END it BUCK 2x PT; SEE NOTE 6 NO WASHER FAGTNER DIST., 1 1r2' EDGE DIST. , � WALL TO GONG. SLAB 24" O/C W/ WASHER BOLT DIST., 3" EDGE DIST. WINDOW BUCK x 21/8" 9" O/C 4' END. DIST.. 1 1:2" - PT PTT TO TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTES '. _ - - NOTES - 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS., WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE " 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOORFRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECLIRFD W' TAPCONS OR PAF TO THE SUBSTRATE.. - - — r� DETAILS L-L6O PHEXP. JC ARCHITECT: _ STATE OF FLORIDA MAR 19 MICHAEL C. ANDERSON AR NO 17305 DATE. 03/17 / ?1 SCALE: 1/4"=1'-0" SHEET S I