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HomeMy WebLinkAboutBuilding Plansp* a' I Y4 tw tzz BAY, FL. + f C =ary psi � `l r5 7 4t"^ l't`3 2 & � - ire z. 7 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE ®CONSTRUCTION TYPE -MIN. INTERIOR FINISH — VB — CLASS B PALM BAY FL 32907 ®BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE — C FAX: (321) 733-7972 1—STORY RESIDENCE �11'2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al'A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBEDIN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT .BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. . CALK. ABBREVIATIONS REVISIONS INDEX OF DRAWINGS DATE DESCRIPTION ABV ABOVE LAV LAVATORY _ AC � ADJ.ADJUSTABLE AIRCONDITIONING LUM M C LUMINOUS MEDICINE CABINET 01/26/18 CD'; ISSUED - ��- - - ARCHITECTURAL SHEET �# DESCRIPTION ALT ALTERNATE MFR MANUFACTURER AMP ` BD. CL CAB CLG CLR CONC. CPT C T D. DBL. AMPERAGE BOARD CENTERLINE CABINET - CEILING CLEAR CONCRETE CARPET - CERAMIC TILE DRYER DOUBLE MIN M.T.METAL MTD. MTL N.T.S. O.C.ON pL P.B.PUSHBUTTON PH, PUT PLYWD. MINIMUM THRESHOLD MOUNTED METAL NOT TO SCALE CENTER PROPERTY LINE PHONE PLATE PLYWOOD 01/15/18 2011 FBC UPDATE __-------- --- -- --- - CD'S REISSUED ---_-- ---._- SIDING ELEVATIONS ADDED ---- - - - — _ -- CO'SRE-ISSUED _ _I FOOTING REVISION PERM.$OU�S CPS RE -ISSUED ---- ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG PG PG PG PG PG PIG PG Cl—COVER .SHEET GN- GENERAL NOTES Al —FLOOR PLAN A2D—ELEVATION n Du El —ELECTRICAL PLAN PI —PLUMBING PLAN M1—MECHANICAL PLAN D1-DETAILS 01/16/18 02/21A8 03/26/16 041113AD 06/21A8 02AW13 D.G. DIA DIM. DISP. DUAL GLAZED DIAMETER DIMENSION DISPOSAL PR. P.T. R. RAD PAIR PRESSURE TREATED RISER RADIUS PLAN MAINTENANCE - — REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG PG PG D2—DETAILS WAI-WALL ASSEMBLY WA2-WALL ASSEMBLY DETAILS DETAILS 02/22A9 03/18A9 DP DR `: D S DTL. DEEP DOOR DOWNSPOUT DETAIL R.A.G.ETURN REF. RM. R.O..ROUGH AIR GRILL REFRIGERATORS ROOM OPENING ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MEL5-) REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MEL5.) PG PG PG WA3-WALL ASSEMBLY WA4-NOT USED WA5—NOT USED DETAILS 04/24AS 04/24n9 D.W. EA ELEV DISHWASHER EACH ELEVATION S.C. S.D. S H SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG 06A2A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SUA (ORL) ---- ADDED LED LIGHTS ® KITCHEN E 5ATH PER MARK 5OWES PG WA6—WALL ASSEMBLY DETAILS 06/2I/19 LIVING GARAGE ENTRY LANAI TOTAL A/C VOLUME 1916 SQ. FT. 430 SQ. FT. I6 SQ. FT. 8® SQ. FT. 2442 SQ. FT. - 1647fb CU. FT. EQ. EXH. EXT. F G./FX. F G FIN FLR FLUOR FR. DR. FTG. GA.. GAR. DISP. G.F.I. GL GYP'. BD. H.B. H.C. HDR. HGT. OR HT INSUL INT. ".. EQUAL . EXHAUST. EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT - FRENCH DOOR FOOTING < GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER - - HEIGHT INSULATION .INTERIOR - SHT SHTHG. SHWR. SIM SL SL GL STD SWS TFMP THK. T.O.C. T.O.P. T.O.S.TOP TYP U.N O V.P. W. W/ WD. WDW. Wr,H W.I. SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB/09/20 TOP OF PLATE OF SLAB TYPICAL UNLESS NOTED OTHERWISE. VAPOR PROOF- WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON 01/1949 -" ADDED STONE OPTION: ELEVATION C t D (TAMPA) 09/I149 ELEVATION Ys' SIDING -ADDED LOUVER 0 GAME ROOF 10/15/19 ADDED OPT. 6-0' CEILING HEIGHTS 01/01/20 - -- -_ REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 -- REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/10 OFT. V-0' CLG. HGT.- ADDED LED LIGHT IN FOYER OPT 8'-0' CLG. HGT. ELEVATION 'C' REVISED HEIGHT OF ARGHWA7 05/06/20 ADDED ELEVATIONS V t 'M' (ORL) - 01/15/20 ADDED ELEVATIONS M'-'MH'-`MS' (ORL) 01/01/21 2020 F5C UPDATE - STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS FIG S2.2A—SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS T3G SNI-DETAILS DESCRIPTION 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 �7T WWI VIM Rmm m w� pp ` f;� I tri !� IM11 I �i^ 1 rv? 5 [Y IN1 �p .R P A ` yI3DIV. 8e LGG T- ' 'REEKSIDE .PHASE 2 I[I LOT #109 r4 FII P. _)JECT* 04321. 201 /109R1 ? " (',MODEL. ,1 4 E BB r' "1828- - CALI" _ ,C A'L2AGE SWING: - `a LE 111T i I COVER SHEET C M11H EXP. C' ARC "HffECT �u�Tn FEB 2 2 2021 I 1AEE C. ANDERSON AR 1117305 iron•:;:„:�i. 9 Z-atiarr L 02 :DATE: 02/18/21 I� " CALM: 1/4"=1' 0 731-IEET� i Fj GENERAL NOTES WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), TIMBER 1 ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 1 ALL 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDE 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL I E D. TRUSS PLATE INSTITUTE: 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 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT, E. APA - THE ENGINEERED WOOD ASSOCIATION: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANI/2THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 1 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. i 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHN1QUEb, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR i 8 - EXCAVATIONS TO BE A MINIMUM OF 3'0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING I . PLUMBING CONSTRUCTION UNTIL PERMANENT MEMBERSARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL 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 WITHI/2"AMAFLEX, SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGI NEER, 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. 8. THE CONTRACTOR WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. GARAGES AND CMPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING. 9. THE PLUMBER iS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTER10RWMLC0VEPJNG8 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE t ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2. AS PER SECTION R302.5. 1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO GROOM USED FOR SLEEPING I APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, AICERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR GS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WIT PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TI- AN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5,2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1 WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" 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. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE. ASTM-C926-18b, ASTM-Cl 063-19a & ASTM-Cl 787. 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-1 063-19a & 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/�-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302T 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 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/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROI DATE: 12/10/20 (RM) -aa -_51 1,,T, 2e, v0M ""'M "KE F Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLOP IDA 32937 PH: 321-S02-3591 www.abdesigngroup.com AA # 0003325 UBI)IV. 8e ]LOT: CREEKSIDE PHASE 2 LOT #109 ]MODEL: ' 4EBB "1828--CALI" '4AC E SWMG: LEFT ]PAGE: GENERAL NOTES 160 MPH EXP. ARCHrTECT STAI-E OF FLORIDA 'FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 02® F'ipr.tiNT DATE:02/18/21 SCA&Z: 1/4"=V-0" SHEET CT N a! r SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 Sa FT. TOTAL 2442 50. FT. A/C VOLUME = 164= U. FL' COPT. AND CLAMM WID LOADS BASIC FM B PWM FOR S SECOPV Q= ZONE 160 MPH WIND M FIEMAWAND k TYPE FOOAI E MIN. WINDOW 10 5 34/-45 CRITERIA -G j EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-3S CRITERIA `I 8010 O.H.D. 56 5 2S.1/-313 f SOFFIT N/A 5 Nfo/-38.8 BASIC WIND SPEED MPH = 1,60 (Vult) INTERNAL PRESSURE COEFFICENT t 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. CONTROL DATES 011OV21 I OPENING OVi!wAws BEPAIZATION u-VALUE Bwmc I 4'-10' 0'-4' 32 25 2 P-0' 4'-8' 35 29.. 31 1 1'-0' m'-9' 35 29. 41 1 P-0' 0'-9' 35 29 5 P-0' 0`-9' 35 29 6 V-0' 1'-4' b3 32 11-0' 0'-9' 35 Z9 8 F-0' 0' rv��+.s.....e.a n,.a�....�.,... _. ., ... ............... ��- .,F.. EQUAL EG2 AL TO CONTROL JOINT TO r-C NT OL JOINT HCsT.(T*rP.) CT PJ r -- - — - — - — - — - ram\ U FYPON LV12X24 EQ- EO. I IN SHINGLE ROOF OR EQUIVALENT � 2 12 FYPON 6� 6 12 Ea. EQ. EQUIVA N 4 EQUIVALENT 5 1 Al WA1 12 WAI WA 15 1 6t 8'-8' BRG. H4GT. --- A - - V - A- WA ,VS'-5 5RCs. HGT. 8'-8" 51R3. HGT. i8 -8' SRG. OFT. COACH _�I I 1O�L LIGHT I 16'X62° FYPON DECORATIVE / ®® At SHUTTERS OR � 4.g EQUIVALENT �� v I ITYP. A 4' RAISED BAND (TYP.) v I A El❑ I 48 A ITYP. I I TYP. Lj �1 I I ---- -----� - I I - 0m'-m" FIN. FLR. "p"' R ®N T ELEVATION SCALE: 1/4 = 1'-ID' TEXTURED FIN154 REAR Er--U,NATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR -70 l4 OFF RIDGE VENT OFF RIDGE VENT 1�6 V-8' 51;PCs. HGT. 1-@u o'-m" PIN. FLR. V-8' 5RG. H4GT.s, 1'-m 0'-01' FIN. FLR. ,_ _ 6 12 11E �6 A I Oil II 45 t A I v r TYP. I I r II - — - — - — - — - — - — - — - — - — - — - — Ro HT ELENATIION SCALE: 1/4 = 1'-0' TEXTURED FINISH BRCS. PGT. FIN. FLR. MODEL 1828-CALI-4EBB AREA OF ATTIC _ 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIREDVENTILATION AREA _ 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. 'REQUIRED VENTILATION ` _ AX 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PERVENT(netfree area) TOTALHOFVENTS REQUIRED _ 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR ,FT(netfree area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDAI32937 PH: 321802-3591 www.abdesigngroup.com AA # 0003325 N I i z , 1 f� Z 4 I I \\ i CREPKSIDE PHASE 2 LOT #109 PROiJECT# 04321.2)01 109R1 MODEL.• 4EBB "1828- - CALI" GARAGE SVfMG:. LEFT PAGE: ELEVATION I'D" 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA FEB 2 2 2021 MICIEL C.a1IE�£fi r AR NO 1730 DANTE:: 02/18/21 SCALE: 1 /4"= V — 0" SHEET A�T) ELECTRICAL LEGEND SYMBOL DEFINITION NOTES _ III�JJJ 125V OUTLET 20 AMP 81hil POLE 110V OUTLET 110V OUTLET I Or ET WIRED SSWITGM GFI IIOV OUTLET EW/GRNID INTERUPTER(TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION LL WATERPROOF GROUND FAULT grEXT. OUTLET INTERRUPTER SWITCH �r SWITCH n 3-WAY OPER ¢ SWITCH 1i-I)A7 OPER 1 I-0 A. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT OLED �' VP VAPOR PROOF LIGHT VP VAPOR PROOF § LIGHT B O RECESSED CAN VENT. FAN I CFM PER SO FT �r AN WVIGHT I CFM PERGL SFT.� VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) j �I p �'✓ I FLUOREESCENT 2"BULB WRAP AROUND (RECESSED) ® FLUORESCENT F WRAP 2-5M AROUND y (SURACETMINT.) 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT PANEL nib METER BATT. BACK-UP� O S.D. SMOKE DETECTOR W/ HARDWIRE SS WALL MOUNTED BATT. BACK-UP� ry S. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ,C�, 1 }[I `C.J• CARBON MONOXIDE SMOKE DETECTOR C21150 HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UNA. 'I DISCONNECT SEE AHU ON TH18 SHEET TV TELEVISION JACK CEILING BOX REGllIED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR 'r INSPECTION 24' INCANDESCENT LIGHT STRIP pnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT R LIGHT BTRIP iI FLOOD LIGHT II 1 OPT. SECURITY y KP "�—,•, KEYPAD HE PD. PUSH-BUTTON FOR CHIMES _„.-. a__� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a 44OP'IEOUJNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1T14 EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL ISE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 159r, OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FEL. DAWgY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 2th EDITION R404.1 / OPT. -------------------:// COACH LICsHT CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' W'P Panay MAIN - A PANEL: 8/16 wp crtbreaker VOLTAGE: 12U / 240 V -1 Ph MAIN: 1bU Amp M C.E3 FEEDER 3-41 CuTHWN&1-#6Cu(G)in11/2"C OR 3- #2/0 AL THWN & 1- #6 C u (G) in 1 1 a" C. Wire Pole. Bkr Description ' Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 1 Ispace #12 '2 20 Imgatlon Pump 1000 3 4 1 Isipace 5 6 5304 AJC C. Uri.. Space --' 7. 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER 3- #1 Cu THWN & 1- #6 Cu(G) in 1 1/2" C. OR 3-#210 AL THWN & 1-#6 Cu(G) in 1 1/2"`C: Wire Polo Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire _ #6 #12 1 20 Small Appliance 1500 1 2 8000 Range s0 2 #12 1 20 Microwave/ Hood GFI 1800 3 4 #12 1 20.. Small Appliance 1500 5. 6 45.00 Water Heater 25.. 2 #10 #12 1 20 " Refrigerator 1500 7 8 #12 1 20 Pining Room Lights and Receptacles AFCI! 1500 9-: 10 1200 Disposal GFI 20 1' #12" #12 1 20 Bath #2 GFI Receptacles T 1200 11 12 1500.. Dishwasher GFI 20: 1 WME. #14 1 15. Foyer /Hail Bed 42 & #31 Bath #2lights AFCI 900 13 14 5000. Dryer GFI' 30 2 #10 r ' #14 1 15 Liting Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts:AFCI 900 17 18 1500 WasherGF.I 20 1 #12. #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 f Den AFCI 1200 21 22 1200> Garage Lights and Receptacles GFI 20 1 #12 :. Space f 23 24 9Q0 Bedroom #1 AFCI 15 1 #14 Space -- 25... 26 900 Bathroom #1 AFCI 15 1 #14 Space -- 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space _ 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space . Space _ 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A./CAHU:1 (Heater 5 KVA at 65% 6525 39 40 $pace 41 42 Space Load subject to demand factor calculations f line 16if00 27® Load subject to demand factor calculations f line Demand Factor Calculations ABBREVIATIONS: 4 AFCI; ARC FAULT CIRCUIT INTERRUPTER NC: NOWCOINCIDENT LOAD GFI: GROUND FAULT. INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% _ 13440 Tota(A/C load 10829. LOAD CALCULATION. IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (wells / 240 volts) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft 5484 Hi -Hats 1 at 65W1Li. ht at 100% 65 Total General Lights &`Ree (Watts)... 5549 _ Ckts# wattslckt Total watts General Lts & Rec Panel A 1 91 617 5549 IJED LIGHTING @ DOUBLE LAV. BATH •1 150 AMP 1=LECTRICAL RISER NOT TO SCALE.. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS 844ALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHId/THUN UNLESS NOTED OTHERUISE. POWER COMPA TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewedfor iance e Compliances Universal Engineering 93 Sciences LED LIGHTING SINGLE LAV, BATH 02 PROVIDE 342/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 44/0 AL, T1411N + 196 CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANGJ COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE E15M TELEPHONE SERVICE ENTRANCE EQUIF"IENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 9/240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT -- 1 •4 Cu SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER kLECTRC,A_ PROVISIONS OF THE FBCR 1TH (EDITION (2020). 5/8" DIA X 8 H7' LONG COPPER „,,,,{PIQRQUND ROD 2194 HWY A LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH`. 321902-3591 www.. a bd nsi gngroup:com AA #: 0003325 r ,i "� Il t kl E r. II n " 4 i IF P C i 9 I k U4 G r . Z777 8G LOT: CREEKSIDE PHASE 2 LOT ##109 4EBB "1828—CAL1' RAGE LEF° PAGE: ELECTRICAL. PLAN n MPH EXP. f ATE OF FLQ 11D >�,4 'FEB 222021 I, °,[ 7!4AEL C. ANDERSON AR NO, 1730E DATE-. 02/18/21 SCALE: 1/4 #1=11- 0'. SHEET :s u ti� vJW S V If PLUMBING PLAN SCALE: 114 = 1'-0' KITCI4EN SINK LU/ AUTO VENT 1-1/2' VTR I I I e ,IN 14T) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance WA Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109R1 MODEL.• 4EBB "1828--CALI" GARAGE SWING: LE FT PAGE: PLUMBING PLAN 160 MPH EXP, C ARCH CT STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 18 21 SCALE: 1 /4"=1' — 0" SKEET R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL FRAMED WD - ADJACENT FRAMED WD - EXTERIOR R-4.1 R-13 R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering 91 Sciences MECHANICAL PLAN SCALE: 1/4 = V-0' SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 02/18/21 SCALE: 1 /4"1' 0' SHEET MI PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE Bt. — PLATE TO SLAB W/ Imd MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS e24' 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.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24° OZ. TYP. INT. WALL ( NON- BRG. SCALE: 3/4'=1'-0' 3 5/8' OR 5 3/8, 1/2' DRYWALL TOP CHANNEL(25 GA.) 3 5/8, OR 5 3/8, 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8" OR RECEIVING UPPER/ 5 3/8° LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1—STORY \—FINISH FLOOR TYP. INT. WALL METAL STUDS rA-N\ (NO N-BRG.) n� J SCALE: 1/2'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER_ELEVATION�- SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PE R ELEVATION /_'O'. 2x FASCIA PER --i- TYP. ELEVATIONS o. �. R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P-T. FURRING STRIPS o 24' O.G. 8' CMU 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED .i: 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-ID" FIN. FLR _ a e . BOND BEAM SOLID GROU1 W/ (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER .'4 ELEVATIONS VENTED SOFFIT DIA. SLEEVE, o NOT CUT EBAR IPE� DO NOT CUT THE BOND BEAM REBARS 2AIPIPE THROUGH BOND BEAM D1 j SCALE: 3/4"=1'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED 77. DIRECTLY TO MASONRY 0'-0' FIN. FLR e Aw A a• d a de e d • - - a W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN -STORY HIP BLOCK WALL 4:12, A (2) LATER UNDERLAYMENT SCALE: 3/4'=r-m' SYSTEM 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE Iv, OR ASTM D 6151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9ID5.1.1. ROOF SHEATHING THICKNE55 AS PER SHEET SM. 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.IL 8' CMU — 9" r---G4tILK AND SEAT. GAS LINE II k PVC SLEEVE FOR GAS LINE 0. .�-.. V.' G7P. 1111.. BD. r WOva MAW • 4 /�2 e1 GAS LINE THRU BLOCK ---2X4 SIFF 24' O.C. MAX.----, SECURE W/ (2) I2d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS — PER STRUCTURAL AT ALL UPRIGHTS PER DETAILS PRE-ENG WD.TRUSS- 73 PER_ELEVATIOI�! CONT. 2x. RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES __--- __- PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING ---- STRIPS m 24' O_C. 1/2' GYP. WL. BD. WOOD BASE- Irs' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CsAI-v. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REQ. VERTICAL TRACK I' MIN. BY MAUF. FASTENED TO GLIDE TRACK BRACKETS ROOM W/ PRODUCT APPROVAL MQ e' Cm SEE STR)CTURAL FOR R'-INFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS Dj_j SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS V.\ WEEP SCREED 4F 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR a e _/ - - d , A,d a a a e d'a . a n W/ WINDOW OPENING n TYP. WALL SECTION �' No OPENING ( 5�1-STORY GABLE BLOCK WALL SCALE: Reviewed for Code Compliance Universal Engineering In Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater For proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld-applied membranes usisd 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 1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abclesigilgroup.com AA #: 0003325 SLJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) WO MPH EXP. C ARCHITECT - TIE OF FLORIDA FEB 222021 DATE 02/18/21 SCALE: 1 /4"=1' — 0" SHEET iI TOP: 2X6 P.T. ® CENTER OF POOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN_ EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 0 0 0 0 "-SECURE 2x4 ONE' FLAT TO BLK 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' R X 2' X 1/8, WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/41X4' MIN. SECURE THIR.I FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT p SCALE: 1/1'.r-0, 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V O.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. I Nil 8' CMU In, DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" n 1VINDOW TO BLOCK +1 1/2" 2X4: CM 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.C. MAX SPACING. 2X(2: 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: CM 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 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER T/16' OSU3. 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 1/41) DOOR JAMB TO BLOCK +1 15/16" n1VIND0W TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK WIM 3A6'TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN W OF EACH END 4 10' O.G. MAX SPACING. 2X8: CECI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MII%L HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 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 1/41) DOOR JAMB TO BLOCK +2 1/4" �1PINDD1f TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MA. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING_ 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" u E 2X4: IZI 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 IV O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 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 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACIW-% NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LA 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX 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" n�,rnnw mn T3T.nr.T( +a" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WR2) I/4' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 18' O.C. MAX SPACING. -- 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER -1/16' 05U3. X 4' MIN. l— DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 1YINDOIY TO BLOCK +3 7 16'" 2X4: lM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.C_ MAX SPACING. 2X6: CEM SECURE TO BLOCK WR2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I I/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 19' O.C. MAX &PAGING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK, L._ A - a' CMU 1/2' DRYWALL I'X4' P.T. NAILER I' P-T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOORJAMB TO BLOCK +3 3/4" H YPINDO�Y TO BLOCK 4-3 3 4 _ CMU M::IX DRYWALL FURRING DRIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RE UIREMENTS Kr1Lra Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 H WY Alk SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 SLTSDIV. Be: LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 MODEL: 4E1313 "1828 CALI" GARAGE SWING - LE 117 PAGE: DETAILS 160 MPH EXP. C ARCHITECT, STATE OF FLORIDA FEB222021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02 18 21 SCALE: 1 /4"-V- 0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH s 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 0 1' O.C. MAX VERTICALLY I i' THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 07' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR T/IW ZIP SHEATHING SYSTEM AINSTALLED PER LATH SHALL NOT �aP MIN. BE CONTINUOUS 6' MINa' TO 6'. MINN a' . THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH 51DE. PROVIDE 2X4 BLOCKING PER ASTM G1063 \ PLACED FLAT MAX. 6' TD 8' \ FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN \"M" TYPE CONTROL JOINT 'I l 1. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2. CREASE • '1 B 3. CREASE ■ PT. C . T• Ni IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES DRIP EDC£= OVERLAP 3', EXTEND 1/2' BELOW SHEATHMG, MECHANICALLY FASTEN 4' OG. MAX Q1. FOLD INWARD • PT. A 2. CREASE • Pr. 15 FO 0 ® 1. FOLD INWARD • FT. A 2. CREASE • Pr. B 3. CREASE • PT. C 4, FOLD Pf. C OVER PT. STILL PT. C TOUCHES BOTTOM FLANGE BOTTOM v FLANGE WATER TW:P Pn SEAL. FOLD, DQ MCM CUT. 111' THICK, 3 COAT CEMENT PLASTER Milli 14' 2 COAT I:EMENT PLASTER (CHU) WR5 LAYER 92, FOR`rFI5ER BUILDING PAPER (FRAME ONLY) WRB LAYER 01, FSTUCCO WRAP (FRAME ONLY) LAP I-AYERS OF BUILDING WWAP OVER NAILNG FLANGE, STOP r�. AABBOYVE FRAME OR CMU EXTERIOR Cam...... Lu WRAP ii WALL FLASHING KICK -Our FLASHMG (SE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE LATH VERTICAL LAP TO BE 1' / I" MIPL LAP . METAL LATH >C X X X�� METAL LATH WR5 LAYER 01, STUCCO WRAP 6" MIN PAPER LAP BELOW ONLY WRB LAYER 42, FORTIFIBER BUILDING PAPER SCALE. 1 I/2' - F-0' KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C11063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK z �•I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING — OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES F'SiR•3�% THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR V16' ZIP SHEATHING SYSTEM (INSTALLED PER M,{1NUF. SPECS) 6' MIN. LAP LAP s LATH LAP • PAPER HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER 1 off=. bmr:694160 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PLC- I' OR LE58 PIPE -- — ::::::: PENETRATION CUT AND OVERLAP ONE SIDE OF ---� SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3A PIPE N.T.Q. 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 STEP 02 SELF- DIERING MEMBRANE FLASHNG WR5 LAYER •I, STUCCO WRAP WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATH ---- 6'xb' SELF -ADHERING MEMBRANE 4., FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. � 1* TO Eu[ENB (PTO ,Pllm , � 4'x4' SELF -ADHERING: MEMBRANE FLASHING: OVER APPROVED HOUSE WRAP. FLASHING TO EXTEN2 ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED 14OUSEUJRAFD AIR INFILTRATION BARRIER OVER e SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) 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, N TfRATfON DETAIL C= Reviewed for Code LEGEND Compliance Universal Engineering Sciences DRAINAGE PLANE (ORS LAYEF�. "i STUCCO 1, fRAF) UARS LAYER *2 (FORTIF15E1R 5UILDING P>4PEIR) 1�*1ET)4L L/4T�4 X X X X STUCCO L_.'a... e a - a L1~JCOD Of' T/1(o" ZIP WALL SHEATHING 5EL1--AD�4E51VE T=L45HING — — — — — — NOTE: 1�IETAL LATI4: LAT14 TO 5E PEfR SECTION fR 103-T.1 / A5T1"1 C - 8.4T - l-4a / N1IN. 2.5 LBS. PEP 5Q, Y)41RD (UTILITY OR NOI IINAL LATE DOES NOT 1"1EE7 SPEC FICA7IONS) 2194 HWY A -LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802 3591 www.abdgsi dngroup.coni AA #: 0003325 SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321, 201 109R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- TE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 `_'""" ` 02 18 21 DATE: SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 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, Y4' CAULKING e JOINT ALL AROUND Exterior laMina 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. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND I r � DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WRB LATER #2 (FORTII=IBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE 1=LASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.7.1 / A57M C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WooD CONSTRUCTION SEALANT tv I ( a' CMU TOP E SIDES T (BLOCKS F- / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &ENT PENETRATION SCALE: N.T.S. HKCH IV rtr=Ls>=1Y= STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD 21FY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 11 " ct''��" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 10 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 5T E7= STEF #3 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SP9,GS.) OR WOOD SHEATHING LAYER "I, STUGO WRAP WR5 LAYER #2, EORTIFIBER BUILDING PAPER METAL LATH f1/0' TEXTURED —FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® is O.G. MAX Yo' TO )¢' MID -WALL WEEP SCREED V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER J APROVED HOUSEWRAP f� STF #2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDINGS PAPER 5T E F *'.4 ELECTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 91 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 \, `d \gm g :`. ��. \ \ \\ \ \wO SXMDIV. ee LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 MODEL: 4EBB %828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DE`CAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO T7305 J PRINT 02 18 21 DATE: / SCALE.1/4"=1'-0" SHEET A2 LEGS r D DRAINAGE PLANE (UJRB LA`1'ER #1, STUCCO WRAF) UJRB LAYER *12 CFORTIFIBER ...... - - SUILDING PAPER) METAL LATH x x x x STUCCO UJOOD OR -1/16" ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING 2 1/2" 1 A T�1CORNER BEAD CORNER BEAD (FASTENER 8 SPACING 6 -1" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIREGTLI' TO MASONRY (6) BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-R02-3591 www.abdesigngroup.coni AA #: 0003325 SU3BDIV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109R1 MODEL 4EBB W "1828--CALI" GARAGE SWING: LEFT PAGE: i9 WALL ASSEMBLY i DETAILS 160 MPH EXP. C ARCHFrECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 DATE: / SCALE:1/4" V-0" _s. 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PI=1=L 4 STICK DRIP EDGE -1/8" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH 10 CMU 1� I� I� I� A I � 1 � � 11 METAL FASCIA WRAP Ya" FROM �1 STUCCO, 1" FROM WOOD WALL EXTERIOR WALL i (FRAME OR CMU) 1� NOTE: NOTCH FOR 2Xb SUB BAND ONLY 1 METAL FASCIA WRAP 2X6 SU5 AN A T/b' TEXTURED .41 FINISH ® WOOD, 1 1/2' TEXTURED FINISH a CMU ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— 1-1/5" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH 6 CMU �-2x& SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK ` METAL FASCIA WRAP 11, OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL METAL LATH WOOD SHEATHING OR CMu WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI` PROCEDURES PRE-ENG'D TRUSS TO BE CUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -®" SCABBED TO TRUSS W/126 NAILS 6'-5" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (D WALL SUB BAND DETAIL Cal WALL ./KICK-__ Q T.JT -- FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Z4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAV2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 's ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY "x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 H W' AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.coni AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 MODEL• 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: FEB 222021 MICHAEL C. ANDERSON AR NO 17305 rrciar-i- DATE: 02 18 21 1 SCALE: 1/4"=1'-0° SHEET 39'-8" 4 7-4- IT-4" 7 _ o0 FM-12X12 ao �p 3 I 1.1 N I x � I. 4" CONC. (b N T I~i X S LAB W Ow �a � ILL *-3 1/2" 0 M 00 V to FM- 12X18 1 I z UD O v I 1 I 1.1 �I co IN I� r, l M1 EXTEND SLAB 1 1/2" 0101, — N TOP OF SLAB' co 12'-4" 0'-4 'v I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-D". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0'', SEE SURVEY PLOT FOR NAVD. 5 PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, EIINDICATES #6 BAR MINDICATES #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 90D 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: Ej 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 4021602-16, 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" CR''S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16 WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3-0" O/C MAX. SEE PLAN FOR WWM SIZE. o INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7thEDITION J 00 IEl � 1 IJ-In In I 15'-8" 5'-0' 19'-01. El 4" PVG — CHASE�� TE-1 4" CONCj SLAB NEl ° - 5 1/2" 0,_01 , 2'-8" TOP OF SLAB 3'-0" 5 ED - 3'_6" ` N I.. oEj r N IF IN Lu 00 a� N II O EXTEND&FM-12X18 v2 i SLAB 1 1/2 00 c2 Iuj LL4" CONCN�N hawSLAB51/2'1/2'" I� a 3 1/2" SLAB SCHEDULE^ SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1 -4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER A FOOTING SCHEDULE PROVIDE CORNER B_ARS,_S_AME SIZE QUANTITY AS BARS IN FOUNDATION; WITH 30" LEG EACH WAY. MARK WIDTH - LENGTH THICKNESS BOTTOM REINF TOP REINF T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, s (+)0%0" FM-12x12 12" CONTINUOUS 12" (2)#5s FM-12x18 12" CONTINUOUS 181, (2) #5 s FM-16x18 16" CONTINUOUS 181, (2) #S s FMC-12x18 F-24x24 12" 24" 1 CONTINUOUS 24" 1 18'1 12 s (2) # s s 1 #5 1N CURB I - VARIES (_)tI -7 1/2" y I 3 5 IILL - _ J 1.1 M 1 1 4FMC-11 21XA118 FMC-12X18 1.1 1.1 F -12 18 L FM-12X18 J 4 4 1.1 1.1 2'-8" 16'-0' 2'.8 T-10 10 -2 1 _4 4'4' 14._0„ 39'-8' P FOUNDATION LAN SECURE STRAP TO A/C SIMPSON WB CONC. W1 UNIT ROLL STRAP OR C2)-3/16'X2' EQUAL @ EACH TAP -CONS CORNER OF CONC, SECUR�'STRAP TO SLAB UNITS W/ ( A/C CONNECTION TO PAD DETAIL 2) #sxl UNIT 1!G SHT MTL SCREWS Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www, a b d e s i g ngrou p. c o m AA #: 0003325 :;r I I l,l .., kr: i PA Y EiUBDIV. & LO` ! - CREEKSIDE PHASE 2 LOT' #1,09 PROJECT# 04321.201/109R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LE FT PAGE: FOUNDATION PLAN iIii160 MPH EXP. Coll ARCHI-77 STATE OF FLOFC,. FEB 222021 5 MICHAEL C. ANDEF 4{,N', L AE-c �K) 173015, PRINT DATE: 02 16 21 SCALE: 1/4"=1r-0 SHZETC S 1 Fla= IN — STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS LL O U) Z 8" CMU WALL O � cn e • SEE SLAB SCHEDULE EXT. PORCH SLAB d W/ 1t2" ISOLATION ° •' 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) JOINT (WHERE " APPLICABLE) Z' " SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 0 ih BOLLARD L\16d LATE A MIN. OF 48" AW/ 16d COMMONNWS, 4" O/C BTM. LR OVER STUD2x WOO EARING — WYP No 2 UDS SEE PLR SPACIN . INGLE BTE TO BE PT.PRBL. TOP PLAT +- 0'-0`' TOP OF SLAB SCALE`. �,� ccZ C Q� m W U CD d J of a O m STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL OF SLAB �— TOP OF SLAB • x •° ' : - VARIES BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ING 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO PLIFT IS PRESENT. ;EE SLAB SCHEDULE (yam ,,> 4 SEE SCHEDULE /1NTIaOR FOR WXDj BARSIZE D BAR QUANTITY 9 FOUNDATION OD WALL E: 3/4"=V-0" (NO LIFT) n SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT(WHERE •" i SEE SCHEDULE APPLICABLE) z_ Q FOR WXD, BAR SIZE AND BAR QUANTITY N 2 EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4"=r-0" W W J ❑ o_ I j fn NEW REINF. BAR 0 IL SECURED W/2-PART CL I EPDXY. MIN. EMBED Q 8", LINO q O FOLLOW ALL MANE SPECIFICATIONS FOR USE AND 1-- co PREPARATION OF Z Ir W HOLE J o p co �Q�O F4"R 1- ( STORY)R (2-STORY) ADDINGBAR TO MONOLITHIC FOUNDATION 6 SC LE:3/4"=V-0' _STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS g a :•4' p a m W co U O � — 8" CMU;W � 0 •I ' - TOP OFSLAB ° • �' SEE SLAB SCHEDULE Z Z.. - .®- e g "ISOLATED" COLUMN PAD ° CENTERED UNDER WALL AND 00 • I POURED MONOLITHICALLY WITH T--- FOUNDATION AND SLAB ° d SEE SCH ULE FOR'WXD, BA SIZE AND BAR'QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING rT Q r .P► ►' P►. ° s FM r . p CORNER BARS, SAMESIZE AS LARGER BAR °I IN FOUNDATION WITH,30" LEG EACH $ VIVI WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF IS CONTINUOUS AMOUNTMATCHOF CONTINUOUS BARS ► LLLL CONTINUOUS STEEL MONOLITHIC ►- FOOTING REINFORCEMENT SEE SCHEDULE lk WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=,'-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING i— PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP rLATE ANCHORS W/ 1Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" P-)KEDGE A TO SLAB W7 DGEGE ANCHOR W/ 2" R SET IN HIGH STRENGTH .Y 5-1/2" EMBED. MIN. @ 16" OC EESLAB SCHEDULE OP OF SLAB 'a d s. a EQ. EQ. SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE: 3/4"=1'-0" (W/ U P L I POURED LINTEL CONT. (TYP.) r�. 8" CMU FILLED CELL (TYP.) ur 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O C VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE; 3/4"=1'-0" RB FOR SONRY ITS SET ELEV: )" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE +_ 0'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE I— —E-y ",4. "o 4. e •...� .. d. a a. EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=l -Y' (NO UPLIFT) Reviewed for Code Compliance 11,B Universal Engineering Sciences 2194 HWY A1A. SUITE 301 j INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3?1802 3591 www.abd Qsigngrou p.com AA #- 0003325 ' `'•. `�ramk� r; I F�� r t ri k* ) k, Cg a a �I SUIBDIV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 0432L 201 109R1 MODEL : 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT; STATE OF FLORIDA FEB222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/18 f 21 SCALE: 1/4v-1'-0 SHEET St.1A i Ln Ln LO tt0 Cl) 36'-0" 29'-0" 27'-0" A10 26-10" 191-01, 17'-8" 14'-0" 101-01, V 3'-0" 1w] El 1EII 51-411 N N El UE] o [Lj 10'-6" 60 C� CN CO 111 N i5c) err In Reviewed for Code Compliance 91 Universal Engineering Sciences 2194 HWY AIA, SUITE 3( INDIAN HARBOUR BEACI FLORIDA 32937 PH: 321-802-3591 wwwabdesigngroup.cor AA #: 0003325 \V &M VNIVI, 1% ✓'SUBDIV. 8c IGT-, CREEKSIDE PHASE 2 LOT #109 1*ROJ CT# 04321.201/109R1 MODEL4 4E13B "1828--CALI" GARAGE SWING: ff LEFT ]PAGE: DOWEL PLAN 160 M11H EXP. JC? 64 F- ARCHITECT-. STATE OF FLORIDA ft-22 2021 MICHAEL C. ANDEI ',,N,' AR NO 1730t DATE: PRINT 02/18/21 I P S SCALE: 1/4 DOWEL PLAN_ SCALE: 1/4" = V-0" SHEET I I S1.2 N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PERELEV: 4 z "° a jl d v 4 r. , d v Q °. 4 J Q p CLEAN OUT REQUIRED ° FOR INSPECTION m O o + m 0'10" FIN. FLR. <' TIE ERTICAL REBAR a d < °`. n ° TO HORIZONTAL REBARiW/ 10" HOOK Z_ � O i+7 U HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" 0 Cl) BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42' i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL a. ae SEE SLAB SCHEDULE EXT. PORCH SLAB A d tr 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION �6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Z ° MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY 4 +-0_0„� OP OF SLAB q- BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC C 'OA °. . °° W a d. ° d n 6" PVC CHASE THRU FOOTING Reviewed for Code Compliance Universal Engineering Sciences StMDIV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109Rl MODEtc 4E'BB "1828 -CALI" GARAGE SWING: LE FT !J. PAGE: DETAILS 160 MPH EXP. C m ARCHITECT: z aTATE OF FLORIUY?-, FEB 2 2 2021 j MICHAEL C. ANDERSON AR NO 17305 DATE: U�/lti/�1 SCALE: 1/4"=1 -0"'I SHEET ^_ 1°2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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. BEAM SCHEDULE RRRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — NIA — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 81`24 MIN.-1T/0M/1B 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" on 0 0 1-- . 1 1 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouP.cOm AA #: 0003325 SU]SMV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 WODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA 2 2 2021 MCHAEL C. ANDERSON AR NO 17305 02/18/21 SCAT :1/4"=1'-0"' SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10" HOOK I I L- 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP - 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING BE BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING. \\a PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THATTHEN THE LAST 1#5 V�� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8" x16" CD �P\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 81, 1-01 / b \r\• 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DEL. BOND — TOP OF BEAM W/(1)#5BAR r'° BOND BEAM 8 Q EACH COURSE \r\G 8x8 BOND BEAM TOP OF • � OQ�� F =FILLED W! GROUT W/ (1) #5 BAR ; BONDBEAM � . U = UNFILLED GROUT SOLID FROM = TOP NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND OF OPENING WIDTH % BERM COURSE BEAM, IF FILLED LINTEL Il/ 5 16-1 T/ 1 M /0 B 8x8 PRE -CAST CONCRETE SEE NOTE NOMINAL�� LENGTH OFLINTEL W/ BARBAWIDLTH OF MASONRY 0P HEIGHT #OF#5'S,TOP OPENING-2" IT IS. THIS ENGINEER'S INTENT BOND BEAM COURSE OR — BEAM DESIGNATION THAT XFXX - 1T/1M/OBINDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1).REFER -4 IT IS -THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS J AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED - _ TOP LINTEL OF OPENING AND XUXX - 1T/OM/061NDICATES A SINGLE'. BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND - 18" O:C. MAX. 1-1/4" EMBEDMENT °a 3 1kC' 2x6 (MIN 2X 3) 2-3/16 TAP PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (M SHANK SIZE 145 MIN D SIZE .300 MIN EMBEDM 1/4" B" FROM EACH END D 2X4 SOLID BLOCKING ) SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL 4 SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 1 1/2`-1 -0' y +J SCALE: 3/4,=1,_0 SINGLE #5 CORNER -� BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF - BOND..BEAM ®E STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR EACH SIDE CHANGEIN \ ELEVATION OF BOND BEAM Reviewed for Code , 93 Compliance Universal Engineering Sciences uu s wSUSDIV. 8e LOT: CREEKS'IDE PHASE 2 ?SOT #109 PROJECT* 04321.201/109R1 MODEL, 4EBB " 182S--CALI" :�•ARACM SWMGp LEFT PAGE: DETAILS %fit � EXP. C ARCHrrECT. STATE OF FLORIDA FEB 2 2'2Uit MICHAEL C. ANDERSON AR NO 17305` PRINT 02 18 21 DATE• SCALrE: l /4'r=1' - 0" SHEET S2. 1 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 W&OB 18-1T/0B 1T/OB 1T/0B 1T/0B 2-ttroB TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH WlT 8/18_1T 8JZd 1T W -1T =134T 8132-1T 818-16 16-lT/1B 1T/1B 1T/1B 1TMB -1T/lB e/a-2T 9/1e-zT aaw-u &24-2r atzs_2r s►32-2T 3'-0" PRECAST 1436 952 3114 4217 5321 64M 7531 3'-6" PRECAST 689 1024 3'-B" PRECAST 1569 3524 4394 5283 6132 7001 2465 6113 6385 7708 9031 10000 1569 3VA 4394 =3 6132 mot 4'-0" PRECAST 1065 700 2305 3125 3%5 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363- 3080 3815 4570 5325 6079 1961 6113 7192 e524 7627 8757 1363 3060 3816 _ 4570_ 5325 W79 PRECAST 819 533 1n0 2400 3033 sees 4300 4'-0" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 s752 6541 7505 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 36M 4249 PRECAST 411 411 5'-4" PRECAST 1016 18M 2374 29" — 3513 4084 1319 4460 7196 7342 5780 OM 1016 1016 2276 2936_ 33M 3961 40M 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 19,71 _2593 2443 2915 3387 1161 3693 6877 eo36 8548 6776 929 2080 3107 3e20 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 --- 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 23" 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2698 3191 3885 T-0" PRECAST 303 534 T-0" PRECAST 716 900 -1624 1181 1462 1743 2025 938 2498 3408 4804 7067 6472 727 "25 2426 2827 32M 9'-4" PRECAST 42$ 633 1593 2204 2481 2818 Ml 9 �" PRECAST 192 384 , " 9 � PRECAST 454 586 767 ---- 948 1129 1310 s39 1874 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'�" PRECAST 151 301 10'-B' PRECAST 358 468 012 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 0 5" 1312 1742 2252 2868 3630 1 V-4" PRECAST 132 417 1 V-40 PRECAST 430 406 Y 653 777 872 544 1312 1742 2252 1 2868 3552 466 1042 1372 ' 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 -- 587 698 783 507 1210 15M 2048 2586 3171 440 940 1300 1560 1314 1476 13'-" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 131-4" PRECAST 308 303 - 393 484 575 645 114 1046 13M 1732 2316 2M 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 _ 278 380 443 528 ON 390 978 1z72 lens 1950 2389 378 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14r-g" PRESTRESSED N.R. 2$3 14'$" PRESTRESSED 239 422 - 508 626 746 865 468 1079 1429 1824 2277 2712 246 663 IM 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-" PRESTRESSED VA 387 -4" 574 684 793 412 1014 1340 1703 2118 2513 230 618 we 1134 1953 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 _ am 300 856 1121 1413 1739 2047 192 506 72_0 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR 191-C PRESTRESSED N.R. 148 -4 19'" PRESTRESSED 162 286 3" _ 43 0 613 595 235 736 959 1200 14U 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 .-� 381 464 527 180 598 833 1038 1168 1468 142 373 _ 537 _ 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0° PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 _226 290 _ 359 _428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 _ 174 246_ 302 3B0 418 129 4W sm 824 1014 1147 124 319 4W 581 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abd osigngrou p.corn AA #: 0003325 00 SUBDIV� L T: CRE EKSIDE PHASE 2 LOT #109 PROJECT* 04321.201 109R1 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT FEB222021 srcian a (�2 18 21 DATE: / / 1 SCALE:1/4"=V-0' SHEET 2 e 2 A FRAMING NOTES` 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED 1N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE',ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" x 2'7/8" LONG, WITH WASHER',@ 16" O.C. 11._TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. T . TRUSS MANUFACTURER / ENGINEER NOTES' 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN:) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN: MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL ENDZjA TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4).10d CHORD.BRACING NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® END A TRUSSES W/2X4 GIRDE�riTRUSS TRUSSES W/2X4 BOTTOM CHORD W/2X6 BOTTOM BOTTOM CHORD CHORD DIAGONAL 2X4 SCAB NAILED TO DIAGONAL BRACING/BOTTOM TRUSS BOTTOM CHOR BRACING/BOTTOM CHORD BRACING W/MIN (4) 10d NAILS CHORD BRACING - FOR EACH CHORD CONNECTION /71 DISSIMILAR BOTTOM CHORD BRACING @ MID RUN S.�"a Reviewed fc Complia Universal de ring 2194 HWY A -LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n gro u p. co m AA #: 0003325 IM, r tl p h �I I, i i i S/ VHDIV. ae. LOT: CREEKSIDE PHASE2 LOT ##1'09 MOI7�L: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH ME C ARCHITECT - STATE OF FLORIDA FEB T2 2021 MICHAEL C. A101 �',, r N'l AR NO I730 , PRINT 02 18 21 DATE SCAT E:1/4"--1� p" FRAMING PLAN SCALE: 1/4" = 1'-0" SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH 10d x 1 z" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 z" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 z" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2"_x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) CALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ �1a 1b 1c GIRDER CONNECTOR(S) SCAI NOTCH DEPTH 1/4*D HOLE EDGE >5/8" D/30F;� HOLE DIAMETER < 2/5*D SGL. STUD OUTER SPAN ONLY IIIIIIIIII11M] MIA Biel smlff-lu BTM. THOLE DIAMETER PLATE < 3/5*D DBL.STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRUSS PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", (9) 10d x 1 Z' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8' x 5" TITEN HD TO CMU AND (12) SDS " 4„ x 2 Z' TO GIRDER B-(1)SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS -1" x 1x2,2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/16d (2)}" x 5"TITEN HD TO CMU AND (18) SDS '4"x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIND TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=1'-°' 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) C c # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/12 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d 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 ANICH�'.. g 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 / /+ INTERSECTIONTYP.�j BTM, I�HORD BRAVING SCALE: 3/4"=1'-0" SCALE: 3/4"=1 -0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) DC BRACE @ CENTER (2) W' 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 ISPRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK 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 —CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TOsBEINSTALLED @ 10'-0"`0.C. MAX. BLOCK WALL W/ GABLE END I I PRE-ENG"D TRUSS SCALE: THE USE OF ALTERNATE MATERIALS M,'sBE USED SO LONG AS THEY CONFORM TQ�THE FOLLOWING r4. 1. METAL STRAPS FOR ROOF AND FLQOR'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. Reviewed for Code Compliance ® Universal Engineering )ALTERNATE MATERIALS SCALE: 3/1 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321802-3591 j www.abdesigngroup.com II AA #: 0003325 III N Wit. ;, .. Re +. fM&� T+�aM;Y-,a,'4 CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109R1 MODEr. 4EBB "1828 - CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA -- FEB 2 2.2021 Wf AEL C. ANDEVE�a Vl AR NO 173 & DATE: PRII21 02 /18 / SCALE: 1/4"-f-0 SHEET e � r tis 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 SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX fi] 0 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O_C. MAX 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 @ CMU WALL SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HW) ALA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corn AA #: 0003325 :3UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT 04321.201 109R1 MODEL 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/18/21 SCALE: 1 /4" =1' - 0'. SHEET S�3. 1IF-3, r, p k y ppppppppp ppppppppp VTCR SPACING (1) AT EACH END p�ppjppppp p u p p y 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG BRACE TO COVER 5 TRUSSES) ppppppppp \ U-0" TO 30'-0" (1) 'X" BRACE \ pgppplplp pppp 30'-1' TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS --- �. IIIIGpGpI (1) BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-BANDFROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE \ "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" L SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW NNECTION PER 1x2, 2x WOOD FASCIA USS MFG. r/ENGINEERED SEE ARCHITECTURAL 2x SECURED W/ (3) 16d WOOD GALV. COMMON NAILS. 24" O/C, 1x2 SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN12"O/C AL SECURED W/(2)12d's @ PRE-ENGINEERED EACH TRUSS VALLEY TRUSS CONNECTION MASONRY BOND BEAM SEE SCHEDULE GABLE END PRE-ENG'D TRUSS(D- 2 SCALE: N.T.S. WI HIP RETURN SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #109 PROJECT# 04321.201 109R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: BIFFAIL_S 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 will DATE: 02/18/21 SCALE: 1 /4"= V — 0" SHEET S��e1C L,Ak L-END GEP STRU EM NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM. C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 34". tDRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - TU ARC ITEC URAL, MECHANICAL ELECTRICAL, PLUMBING AND SITE DRAWINGS PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER CONSULT NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARC ITEC URAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON S RUC ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3(4". URAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDSFBC-R 2020, 7th. EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 3 8-14 BUILDING CODE REQUIREMENTS 0 Q CRIPPLERS SILLS, ETC. SHALL - L LL BE SOUTHERN PINE NO. 2 OR BETTER - PSI AN A MODULUS OF I D L FOR TRUCyTURAL PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPORI. BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED C ED ON CONCRETE, TMS 402/602-T6 AISf SPECIFICATION FOR THE DESIGN OF ELASTICITY = 1,400,000 PSI ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE. BLOCK SHALL BE R NCR COL FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.: PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE.RATED TO RETENTION LEVELS OF.0.25 PCFOF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: ALL ETAI�}S AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE. TYPICAL AND CORROBORATE TETRAHEDRAL (DOT) WOOD. FOR STRUCTURAL USE THAT SHALL BE. TREATED FOR. ANY SHAL BE 60NSTRUED.TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR. DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCE T WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED 1N ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION;"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.. CONTAINS MORE THAN ^%" OF HEARTWOOD, ALL C IMEN IONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT '.. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020,.7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO TF E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF TF E VVCRK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF. CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 THE c TRU: TORE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING - IS COMPLETE. IT IS. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIREMESH: TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN. ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED NTH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQ IREMENTS LAB-UPPLEMENT STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND AND AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED. BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS DON T SC E DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO . RK CONNECTOR PLATES SHALL BE A MINIMUM THICKN SS OF E 0.036" AND BE MANUFACTURED FROM STEEL ERE RMED 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 P,615 F GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL; SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF A446/A446M, GRADE A, AND SHALL BEHOT-DIPPED GALVANIZED.. DE ION LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW. PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" - AND VERTICAL BARS SHAl AP EDULEDF '� I HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49,48) ZONE 3 = 67.16 PSF (77.16) "A = 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DLWHRAGM R OF/ WALL/ FLOOR O FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE +1� LJ E D 111 E ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN SC H V L NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS GABLE END. ROOF: LL L 6 x BAR NO. UNSCH IELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR -HANDLING, INSTALLATION BRACING.METAL-PLATE-QONNECTED :LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. - 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS. INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. - INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 16 pef TOP CHORD 20 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 STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONN,E,A;TION DETAILS AT WALL. BALCONY LIVE LOAD 60 psf - TRUSSESlGIRDERS TO COLUMNS AND WALLS FOR APPROVAL WIND STAIRS .LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON. THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DEAD LOAD SPEED MPH I (ASCE 7-16 (BBC R2020) EXPOSURE C, RISK CATEGORY II) 020) SUSECOND,RISK CA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE - .: : . OAD',P�l:UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf,UNINHABITABLE ATTIC WITHLIMITED LAYOUT, SPANS & ALLTRUSS/ HEADERENGINEERING. ANY DISCREPANCIES FROM THESELAYOUTS THAT STORAGE: POpsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf,.GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS 30psf, STAIRS: PROVIDE ENGINEERED. SHOP DRAWINGS OF. EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT: SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRA INGS WILL BE REVIEWED FOR GENERAL.COMPLIANCEWITR THE DESIGNING INTENT SIRUCTURESAND SPECIFICATIONSFOR MASONRY STRUCTURESAND COMMENTARIES); AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE ww OFT CONSTRUCTION D E ULE AND CHANGE PREDICATED ON THE TRUSS AND GIRDER A E CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORITO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE N D REACTIONS COMPLIANCEWITH ALL SHOP PROVIDED E T THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BYTHETRUSS ENGINEER ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE: MASONRY REGULAR. SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE - OF THE DELEGATED TRUSS ENGINEER. WINDUPLIFT.VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR'TOSUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm - 2000 PSI. BLOCK SHALL BE PLACED USING DRA NGS SUBMITT D WITHOUT REVIEW WILL BE RETURNEDUNCHECKED. SHOP DRAWINGS IN THEFOR E W M RUNNING BOND. UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE. DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRO ALL TRUSS TO TRUSS CONNECTIONS. PLACING CONCRETE FOR IN -WALL O T USED TO N ECTIONS � UCIB E SEPIAS OF STRUCTURAL DRAWINGS CON -TRACT DOCUMENTS ARE PROHIBITED N COLUMNS. GROUT FILL MASONRY CELLS SHALL COMPLY WITH L ( ) WITH UT 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-DAY$ UNLESS DOCL MENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/81, " WRITING B .THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF'8 TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT,. FO TIOW SITE PREPAATION: „ "S" TYPE M„ OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE E SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/8" 0.113 F1667 PER INCH ) RSRS 01 SCREW SHANK 8d RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 RSRS-01 SCREW -NAILS RAFTER OR TRUSS - ROOF SHEATHING - EXTERIOR SHEATHING USE 1 /2" CDX OR 7/16" O.S.B PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF SPECS SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1, 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r- 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP &BOTTOM EDGE @ J aU) Va, V 1n J z W Z � W Y @ Q U = O 1n (D z FOOT NGS 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 EXCA ATI NS AND SLAB SUB RACE SHALL E C95 /o OF THE ALL BE TO A DRY DENSITY OF AT LEAST 0' SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MOMODIFIEDI PROCTOR MAXIMUM DRY DENSITY; DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO.BE BE FILLED. SOIL FOR TERMITE PROTECTION. - FILL CMU CELLS SOLI H D WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION , ANCHOR,C AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO ECHNICAL-ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CON ACT R'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINI UM D SIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL. STRUCTURAL STEEL: BEM DEB THE GEO-TECH ENGINEER: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL. COMPLY WITH THE CO C E: SPECIFICATIONS .FOR .THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CON RETE SHALL ACHIEVE MINIMUM 28 DAY' COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM z A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy 2,500�.PSI REGULAR WEIGHT FOOTINGS, AND SLAB -ON -GRADE o 035 ksi. TUBE AND PIPE COLUMNS SHALL BECONCRETE-FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. m - ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUTLEVELING. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TOHALL MENALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' +/- PRIOR TO THE ADDITION OF PLASTICIZER. OTHER BOLTS TIGHTENED E ASTM F DANCE WIT25MH BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ' BUILDING LENGTH G ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE' END & (1) ADD-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" D.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 3 TYP. 3/4"T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED. STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS. FOLLOWS', - - - A. 13" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', 1-1/2" FOR#5 AND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS I,1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE '. WINDOW AND DOOR BUCKFASTENERSFASTENER APPLICATION SIZE - TYPE SPACING REMARKS APPLICATION SIZEI .TYPE SPACING REMARKS 1x2 PT PURRING TO CASE HARDENED COIL O!C GARAGE DOOR BUCK ii4" DICON MASONRY8 '112"EMBED.,4"ENDD.S MASONRY!CONE. NAIL i 12" LONG TO MASONRYICONC. NO WASHFASTENER 8 O/C. 1.12" EDGE DIST SGD, AL. EXT. DOORS CASE HARDENED COIL : 9"O!CWINDOW/DOOR/ FASTENED GARAGE DOORBUCK. 1/2"DIA. 4' EMBED, 4" END DIST, 1x PT, SEE. NOTE 6 NAIL 11/2' LONG STAGGERED INTO MASONRY/CONC. TO MASONRY/CONE WASHE�+ ANSION BOLT 2q O/C 3" EDGE DIST. WINDOW BUCK. CASE HARDENED COIL 9"O/C UNNDOWDOOR/.FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTES NAIL 11/2"LONG. STAGGERED INTO MASONRY/GONG. MASONRY.!CONC. REQUIREMENTS Il O EXT. SWING DOOR (2) 3/16 DIA "TAPCON' 18" DID 1 112 EMBED, TEND. NON -BEARING WOOD 112"' EXPANSION —ToIST D. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER, FASTNER DIST :1 1 .' EDGE DIST WALL TO CONC"SLAB W/ WASHER BOLT 24„ O/E IST 3 3" EDGE DIST 2x OW BUCK 0 13E" PAF x 21/0" 9" O/C O STEEL PTTTEELCOL SEE 4 END DIST.. 1 12" NOTES W/WASHER STAGGERED EDGE DIST NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /.OR NOA -3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW.FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wf TAPCONS OR RAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd Q �; i gngrou p.com AA # 0003325 I' 06 \ ON I M, i ear a rr i I r'. A �. a 4 \� r,. r`;( ASUBDIV. 19t LOT: i I CRE I ; KSIDE PHA.E 2 LOT #109 PROJECT* 04321.201 109R1 MODEL: k 4EBB r "1828- - CALI" GARAGE SWING: LE FIT PAGE:� .�.�. �. I'' DETAILS ', 41 I j EXP. C; APTCHITECT TATE OF FLOr,.fl °A q/t�-� FFB222021 A:i+l� I.®� PRINT DATE: 02/ 18 21 SCALE: 1 /4"=1' - 0" 1�- YP_ EXT. SHEATHING ATTACHMENT Reviewed for Code Compliance Universal Engineering Sciences S Ni i