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130, 134, 138 SANDY BEACH LN - TRI PLEX- DWGS CONT I ACTS -DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION ATLANTIC BEACH, FL 32233 A-101 FIRST FLOOR PLAN AND GENERAL NOTES 904-241 -1222 A®102 SECOND FLOOR PLAN A-1 03 FOUNDATION AND ROOF PLA .A-104 ELECTRICAL LAYOUT PLA ARCHITECT: JULIANNE , OVERBY, RA A-200 EXTERIOR ELEVATIONS 2452 PULLIAN STREET A-300 WALL SECTIONS AND DETAILSd altH b, tw JACKSONVILLE BCH, FL 32250 A-301 STAIR SECTION AND D TAR— .r .H w Ity jnoverby@j)att.net 904-704-3623 ph 130 'A') BEACHES HABITAT FOR 134 SANDY BEACH LANE ( UNIT 113 ') HUMANITY 797 MAYPORT ROA® ATLANTIC BEACH, FL 32233 136 SANDY 'BEACH LANE ( UNIT (904) 241-1222 FAX: (904)241-4310 ATLANT C ARCHITECT: BEACH , FL 32233 Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 I I Email: jnoverby@att.net TRIPLEX FL.AR-0017060®FL.ID-4621 /� � SINGLE2 STORY, 3 BEDROOMATTACHED PERMIT SET DATE ISSUED : APRIL 28, 2015 coo A EA' CALCULATION SUMMARY BUILDING AREA (UNIT 'A BUILDING AREA (UNIT 1B1) g FIRST FLOOR A/C: 534 OFT. FIRST FLOOR A/C: 7 S FT. SECOND FLOOR A/C': 533 SQ FT. SECOND FLOOR A/C: 545 SQ FT. b TOTAL A/C: 1. 172 SQ FT. TOTAL A/C: 1 212 S FT. _ PROJECT TYPE: TRIPLEX GARAGE: N/A GARAGE: N/A ®ATE ISSUED: APRIL 28, 2015 FRONT PATIO: 120 SQ FT. FRONT PATIO: 97 SQ FT. REVISIONS' n REAR PATIO: 43 S.Q FT. REAR PATIO: 55 SQ FT, STORAGE: 13 SQ FT, STORAGE: 20 SQ FT. BUILDING CODE SUMMARY TOTAL UNDER ROOF: 1,,365 SQ FT. TOTAL UNDER ROOF: 1 ,334 SQ FT. CODE JURISDICTION: DUAL COUNTY BUILDING AREA (UNIT 1C ) 2010 FLORIDA BUILDING CODE i FIRST FLOOR A/C: 534 SQ FT. OCCUPANCY CLASSIFICATION- : RESIDENTIAL SHEET TITLE SECOND FLOOR A/(-'#: 533 SQ FT. TOTAL A/C: 1 ; 172 SQ FT. TITLE GARAGE: /A CONSTRUCTION TYPE: TYPE V-B (WOOD FRONT PATIO 120 S FT. SPRINKLED: N p REAR PATIO: 43 SQ FT. FIRE DISTRICT: SITE PLAN O STORAGE: 13 SQ FT. ZONING: RMD-B TOTAL UNDER ROOF: 1 ,365 SQ FT. ZONING CODE: THE PROPOSED STRUCTURE SHEET NUMBER COMPLIES WITH THE REQUIREMENTS OF CHAPTER _ - - - - 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, MF w INCLUDING MAXIMUM BUILDINGHEIGHT OF THIRTY A=Ut) l LOT AREA: THIS BUILDING IS A TO NH o E OLD'AS "FEE SIMPLE" UNITS. FIVE FEET (351®011) BUILDING COMPLIES WITH THE SEPARATION N REQUIRE ENTS SET FORTH IN F C' BUILDING HEIGHT® APPROXIMATE HEIGHT AF : 261 3 2004 - 704.4 yPERMIT ® � ` SET GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'--0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR BLOCKING NOTES: AHU AIR HANDLER UNIT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 CH COUNTERTOP HEIGHT BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DR DOOR DW DISHWASHER STAIR NOTES: FLR FLOOR 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) HB HOSE BIB 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MIR MIRROR 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) MTL METAL 5. TOP OF HANDRAIL INSTALLED @ 34" - 3811 ABOVE FINISHED FLOOR / TREADS AS OHC OVERHEAD CABINETS 56-6' MEASURED FROM NOSE OF TREAD. OPNG OPENING - OPT OPTIONALUeaches WINDOW SIZE NOTE: R&S CLOTHES ROD AND SHELF CtSEPARATION SEPARATION 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH REF REFRIGERATOR WALL __. WALL FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SD SMOKE DETECTORHabi.,ta % A-200 I 5.7SF OF THE SECOND FLOOR. SGD SLIDING GLASS DOOR SH ( ) SHELVES (QUANTITY) 201-011 I 16'-6" ; I 11 20 0onmumanity UC UNDERCOUNTER for VOL VOLUME WC WATER CLOSET I , WD WOOD 610611 101m®11 BEACHES WOOD FRAME CON5TRUCTION WH WATER HEATER I _.e. GORE COMI-L€ANT WINDOW IN5TALLAT€ON METi QD CF5G-R-I�'3.8) HABITAT WEATHER REA5HMI APPLI EDER{Q�THE FACE OF RE MTO TCYJNTILE INNG FRNC,E ALLA?iON. /A --- 1 .. S P5 f� HUMANITY SECTION A SI WATER&HEDGING eiE OF THRO'JUi WINDOW JAMB . STARTING AT THE BASE OF THE WALL t W07i9';NG idUA4D5 ---------------------------------------------__""-- 797 MAYP®RT ROAD THF TOP,iN6:ALL.THE WRB -------_._........._.... `D THE FACE OF THE � TRASH & A/C ATLANTIC BEACH, FL 32233 SHEATFIiw.a C SEALANT EsEAD S APPLT SILL FLASH:W.a;4arG"l BEHIND f'IOCh;> - PAT I FLA ar. Af'i LT BEAD OF SEALANT . (904) 241-1222 FAX: (904)241-4310 AT 5AC<OP WINDOW ,t _ FLAKE TO HEAP I BOiH - J,iSC APPLY A SEAL THE WINDOW FRAME TO OPENING. ..... , ONT NJOLI5 6EAD TO APPLY A 3e"NOM.DIA.TO 711E BACKSIDE BOTIVI FLANG LEAVING __ 1 fa1GAflS. _ �<INTERIOR;OF THE WINDOW FLAWCE,IN LINE ��J 111_®11 910®PI 31-1011 21-21i 910®11 111-oil .. � WITH ANY PRE-P WCHED HOLES OR 5LOT5. "'' 4 - �•J Sa 1 WINDOW USING PMI HEAD 9CRC-f;1S TO.FACILITATE yH� }E pq INSF£CT70N. AR�® llTl�l9To I JAMB PLASHING SEALANT BEAD 15MEEN � Orj dpFN.Y JAMB FLASk11`1 s i APPLY'CONT.SEAL TO THE MOUNTI.FLAW-r6 AT FLASLW AND MGUN7ING FLANGE. W v 6 AP'Y BEAD OF SEALANT 1 FTHE TDP!HEAD)AND SIDES(JAMBS)OF WINDOW. CD O R9BED JA^'iB FLASHING INTO SEALANT AND FASTEN AT HEAD i1 IN PLACE (FLASHM,GpEb OVER SEALANT). / �) \� / r�� /�'�p ♦p�q�(e 1��T11Overby, RA ©APPLT HEAD FLASHb G Yi '` �li�.rl�� tl ® � TAPEPRavIOusLr aPPUED �, /f F ,__. I Architectural and interior Design TAPE,ALIAWING ILFp TO LAT 1 / y FLAT OYER HEAP M.ASWING, i i - APPLY NEW SHEATHING TAPE ` /' E ; �/ - DIA R DIAGON.0.L aT-s>:s jy� SECURE WRL3 Rp DIAGRArr. ' '�/ _ _ / ! %?HEAD R®R I I W / Julianne N. Overby, R.A. r r J 20 i 2 2452 Pullian Street " c� v 42'VANITY s _ I I Jacksonville Beach Florida 32250 PLASHING AT HEAD EXTENDS i _ _ ' I904-704-8628 BETONp JAMS FLASHING. e A-300 1 11 1 11 A�3®® , I UTILITY, 1 11 _-1 3 0 5 4 r , 8'CLC. I 5.4 31011 � 1 � � ! ��Ti'H�Rp-Fj,ASHIN - f BATH R®®M � jnoverby@att.net 5EA.t.ANT// C EMBED BOTTOM OF THE HEAD Q® 81 Email: noverb att.net AP HM>GX-ALAN7(FLASHING 60Es "® , U' S �y �i PATI® v TRASH &A/C t�3-2 �1 / �2-5 i e TRASH & A/C® PATIO FL.eR-ooiao�o e FL. -4621 f" i' OVER gEALANT7.EMEhID HEAD 1 11 11 1 11 C3) / 1{ I F I FLA5HING BEYGND EACH JAMS i ' FLASH! FASTEN IN PLACE NOTEJ 3068' col oJAMB FLfiS4+I.NCx H®W E EXTEND JAM FLASHfP,TO II - j ! ' no OVERLAP SILL PLASHING.7'l5K TOP / —— _ OF JAMB FLASHING UNDER?";E FLAP rv' V / ! / Y' --� M ® 1 3 I pf co e W C OF WRB 4T THE HEAP,SEE JfAGRAM G ^" /� i SEALANT-- LO ® '. tt t �. UTILITY 1 v I I J N Ii a �. I ) I / UTILITY 0 //�s,LL FL gHfNG i I� 1E:: U) f/7 b 1 3 _ g IM ANp D ST usNpou TO ACHIEVE ga A .= <� \\ 8'CCG. \ ' C09 REF I �sL® �T I (�l _0 8'CLC. P u Fs A ro LEVEL cDUDITI5*T��T FASTENERS, ON. USE ca�ao9lu \ 61-011 I(� I 6 I I R�F / 6_® X6 WALL /© WWNI M,MAYtF`AGS41:-AFI E GI�FfCATDOILS PER 111 \\� � co N 1 11 8'CL , 2x6 1-7! ill ri0i WEATHER RE5I5TANT \ _ 91-411 I® ( RI=P ®I s -, _ I i� ESARRfER-WnS �� (�1-41117 1 J AT A.l5 DEC. Ai,,'E OAIQM LY CUT THE ® a� I / BARRIER ON A DIAGONAL GENTLY RA15E THE A ® ` I I I yqy ""'1 �ISr F _ 00 TOP EDGE OF THE BARRIER UP,,ND TAPE 7HE ( 1 H S� LO �' _ I ®I 81-011 __._. CO ® I� I {_'� _ _ {�yI 4 i I�fi^V� _r / TOP CORNERS AND CENTER TO THE EXTERIOR fL�. �,�r �A 9Y-- i I � ` ER � i WRa guRFACE ABOVE. \. ! ;' ® _ LO = INTERIOR VIELU ` ! j _ , 1 0 ILL® 1 1 ' I 37 8 n Iv y-�j-�J �aa1 1a TOP LEFT CORNER OF WINDOUI EAR - ^[.Y I -1 � EE� 1� I o � � `....� � 4sLEA �I KITCHEN ' I PAN Y ' 1 KITCHEN 3°m2°' �= 31-2.1 21-411 s'cLG: I KITCHEN v.a 8'CL I s'cLG. -3068 ®res: 3068 i = I / t. flashing to be flexible self-adhesive a min.4 wide -.1110 tOy �------sin pan flashing g type( ) � I � , I 8 CLG. � I 6 I _ o 2, c®versnitliatleast depth ofwindow,plus 2"onto face ofwl BATHR®®M ® ® I® I �\ o 3A S R I ®OM .--sloped surface rD I ®� _ � . , -iii (optional) g• the pan shall direct water to the exterior over sill hashing 8'C LG. `/_° ' ®W I I_�..;; ® ❑ _�_ �, 8'CLC. plate 4. instar flashing around remaining window unit i A2®® 01 6 - 1 I 5. weaklier resistive barrier to farm water shedding laps —— — — — — I ®I ® ® ;. H VAC I I ®W 0 !f see nat$#2 �1f SILL PAN FLASHING I ` M weather resistive— q 1-211 71-411 21-611 17' $' G barrier - NTS (opti.,.o_._.1) # — i! WWI shoat" - WH H AC - _ 1 ®WH 21-611 71_411 /t,1211 HV - 8 y ❑ rl ilreparecf lav 50AF First Coast Chapter 9-Il-2�i3 ® — — I 21-611 61-011 41-21 3'_1011 - �J4 ;. co W ® Nf ECH 1 00 MACH (0 W s 7'-8'CLC. T8'CLC. ® > ® I ® � ... - fil 0 0 1 GREAT ROOM ®_ — _® to TO G GREAT ROOM ( i;, to 8 I 8'CLC. STORAGE � ® VAR ES 8'CLC. 17 , VARIES GREAT ROOM 6 1 11 1 11 1 X11 I 11 m -1 2-2 2�2 -10 � 3 � _ I 8'CLC. � � I _ � � 5 8 P 4 1 7 I � O 1 3 I ® 7 PROJECT TYPE: TRIPLEX 6 I _ � � � I 2 I 6 4 I c- ,; ( 1 I DATE ISSUED: APRIL 28, 2015 3 1 ® i ►,: 10 I 3 REVISIONS: 211 I I � 2 � e � 2 2 � 00 ® \ A-300 l ® ® I A�300 NJ- CD / e 2852SH 2852SH I i 2852SH 2852SH C14 co / � i 1 11 1 1- 11 1 11 -2 -Owl31-2" 61-811 / 00 6 8 3' 2" 4'-0" 6-2 _ SHEET TITLE / � co 22X6 VMEE /32852SH —7352S A-301 A-301 FRONT PORCH 3°-2 41-otl 21°811 FLOOR'ft PLAN FET C? J L�1 L L J L J L_ 1 1-®11 l'-0 11 1 1-®11 101-011 101-011 (10 FRONT PORCH 101_011 101°011 7. .. UNIT 'A° 110011 UNIT 'S' 11-011 UNIT 'C' SHEET NUMBER -_ ' Ami toftii A A-200 1 1 L PLA PERMIT Am101 SCALL: 1/4" V-10" GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-011 MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER 2. AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLOCKING NOTES: CH COUNTERTOP HEIGHT 1. INSTALL GRAS DAR BLOCKING FOR FUTURE GRAS BAR INSTALLATION. 2 X 6 DR DOOR BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER - FLR FLOOR STAIR NOTES: HB HOSE BIB 1. TREADS:MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNG OPENING MEASURED FROM NOSE OF TREAD OPT OPTIONAL Beaches R&S CLOTHES ROD AND SHELF WINDOW SIDE NOTE: REF REFRIGERATOR bi 42 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH SD SMOKE DETECTOR FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SGD SLIDING GLASS DOOR 5.7SF OF THE SECOND FLOOR. SH (#) SHELVES (QUANTITY) UC UNDERCOUNTER r Humanit. VOL VOLUME WC WATER CLOSET BEACHES WD WOOD 561-6f' WH WATER HEATER - HABITAT FOR 201-011 SEPARATION 161-611. . SEPARATION 201-011 WALL WALL HUMANITY 797 MAYPORT ROA® _. ATLANTIC REACH, FL .32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne Ne Overby, Architectural and. Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 9'-10" 9'-101' 10'-211 ' 131-811 2'-10" 10'-2" 904-704-8625 Email: jnoverby@att.net FL.AR-0017060 a FL.ID-4621 61-611 71011 61-611 I 61-611 3'-6" 6'-611 I 61-611 71-011 61-611 no go No1 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS EGRESS EC-IRESS I EGRESS EGRESS IU) BEDROOM I 1 BEDROOM BEDROOM 2 �' co cn CD ® I i BEDROOM BROOMLL L #2 - 3 I s'CLG. � Yz I I 3 2 I N 8'_CL G. 8'CLG. I 8'CLG. 8'CLG. C 41-011 4'-411 ' r 31-1011 31-1011 ® ® - ® 063 �, �� 306 / ® A06 �® iii 30 ATTIC PERMIT — R&S c� ACCESS I -R&S i - --- -1 R&S N R&S ® J c�,1 ATTIC I r- ® ® � e s - 1 I I ® ® - I ACCESS I 1 ATTIC 1 /� 3063 i I ® -- ---- --I i 3063 ACCESS , [�, 41—gill 31—/'1' 41-011 21-011 61-411 / ,�LO — 151 13 \ 6'-811 21_0111-- ®�@ 31-611 3'— IOlid N �/ r3'111 1215 1-1011 I 11 ' \\ 115 14 BATHROOM ® 1 ' 1® BATHROOM 14 13 1 ® 8'CLG. 17 I 8'CLG. I 13 12 -�I ® O i 3063 t� Fn I 9 i. o � - ® I 12 11 �I ® I _ \ 3 I ® I� 11 10 U13: ® �i \ C . ® 7 n ao � 10 1 cc ® VERIFY I , 6 VERIFY ®- ® � 9L CN c M rU) TUR R.O. I o ® I 5 I TUR R.O. vp 7 QTHROOM ffi C Ira `� 4 7 - 6 I ® / I CLG. 3 ( \ ( I .6 ® PROJECT TYPE: TRIPLEX 5 I ® / VERIFY ® 2'-0" 3'-1011 i \ c� � I 5 T c� I ® O TUR R.O. / ® O 1 � 4 ®ATE ISSUE®: APRIL 28, 2015 4 I / I N ;,/ I REVISIONS: 3 3 2 I 1 31L 11 31®611 _ (�1-1011 CLOSET cc MASTER MASTER ® CI[ 1 OSET U)i8'CLG. CD ® I - � ® 8'CLG. 1 ® BEDROOM I CAI I MASTER I BEDROOM ® <C'14� U_ 1 8'cLG. W I ® BEDROOM 8'CLG. - I � - ® ® ® — 1 ® ® -1 8'CLG. I - -- -- R&S I LO 00 M R&S L52SH 3052SH i I i 3052SH 3052SH 6,-811 EGRESS WINDOW I EGRESS WINDOW 61-811 SHEET TITLE I 3052SH 3052SH - CU 1 11 1 11 1 11 1 11 N—2)(6 WALL 2X6 WALL EGRESS WINDOW 1 II 1 11 t 11 1 AI _ _ - 10-0 3-6 6-6 6-6 3 -6 6-6 6-6 3 -6 10-0 201-011 161 6" 201-011 PLAN UNIT 'A' UNIT `B' UNIT 'C' SHEET NUMBER A& Amok AZ 1 �� ° A , � . A 102 SCALE: 1/4" ® 1 -0" u FIBERGLASS ASPHALT SHINGLE SLAB NOTES: LEGEND: ROOFING OVER 30# FELT OVER 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED N41NIMUM SOIL BEARING _4" INDICATES A STEP-DOWN OR RECESS IN 2/16" OSB OVER PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONCRETE SLAB W/ MINIMUM DISTANCE PRE-ENGINEERED ROOF TRUSSES VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN:THIS LOADING. DENOTED - SEE STRUCTURAL 12 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4:" 3,000 PSI FIBERMESH INSULATION BAFFLES BETWEEN - ,- INDICATES SLOPED CONCRETE SLAB @ 1/3" EACH TRUSS 4 CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, SL PER FOOT (MIN) HURRICANE CLIP EACH TRUSS COMPACTED, TERMITE TREATED SOIL. (TYPICAL) SEE STRUCTURAL DRAWINGS 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING 'PARTITIONS W/ TRUSS (2) 2x PLATES e SEE STRUCTURAL ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. METAL DRIP EDGE OVER METAL 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY WRAPPED 2x6 FASCIA NOTE: VARY AT BUILDERS OPTIONS AS REQUIRED BY SITE CONDITIONS. ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF hes THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS ' 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY VENTED VINYL SOFFITRm30 MIN. BLOWN-IN FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) INSTALLED PER INSULATION FOR THIS PROJECT. a.t MANUFACTURERS SPEC. 1 e4 TYP 1/2" GYPSUM WALL BOARD. MUD SEPARATION SEPARATION VINYL F CHANNEL -anity AND TAPE ALL JOINTS AND WALL WALL for u R-19 BATT INSULATION FASTENER HOLES. SAND ALL SURFACES FLUSH. HURRICANE ROD SYSTEMHES SEPARATION SEPARATION 20'-0" I 16'-6" "I 20'-0 ��� SEE STRUCTURAL DRAWINGS WALL WALL r. 7K HABITAT FOR %2" Y2" ( HUMANITY 16'-5y2 A SU"*' FFIT DETAIL 797 MAYPORT ROAD A102 SCALE: 3/4" V-0" 11 ATLANTIC BEACH, FL 32233 (904) 2411222 FAX: (904)241-4310 " - -6' ��'° -- - -- - WA-1@, - -- 111-211 ARCHITECT: - - - - - - - - - — — — — — — — — —— °° i Julianne N. Overby, RA °+ 1 �� I 3 m5 �- I 1 �� ® 11 1�YC�flfltCCtLlral and interior Design 11 -0 9�0 I I 9�0 � 11 -0 xx I Julianne N. Overby, R.A. �-- p Y2° 101-11 11 $°®11y2" Y�" I I Y2'. 8'-1 1y2" Y2" Y2 10 11 2452 Pullian Street N e e I� Jacksonville Beach, Florida 32250® � � 904-704-8628 - - - - - - - - - - - - - - - - - - I I I Em�111: I noverby@att.net FIBERGLASS ®® — —__ ®— ® ® ® $e �� - - - - - - -- - - - 11 I 11' ®" �" ) W FL.AR-0017060 a FL.ID-4621 -- 111-011ASPHALT - r- ®® - - � - -- - - -- - - -- -� r OOON%% OOR%% OOOM% SHINGLES BELOW I �, I - I � I ® I I �\ I I ® I CO 12 12 I METAL ROOF I I i I METAL ROOF N I BELOW I I I� a I �� I ( m ® ® �I _T (9 BELOW I 3 3 - - I0- `� I 1 I I T Q-I a - eCN L co X Ix lik SLOPE I I ®� I I SLOPE Uj N -- - - -- - - - - - - -L— - - - / I � NO PENETRATIONS NO PENETRATIONS I I — —— — — — — — ® ® — I I 0\� WITHIN 4-0 OF THE WITHIN 4-0 OF THE 2 HR. FIREWALL 2 HR. FIREWALL e. @� I I I �x �/ ON FIBERGLASS j I ��/� I I I I ( I -7- ASPHALT w\�'� Im SHINGLES L ® I I �®\ 1 41-01' 4'-0„ 4� OFF 4'-01 4'-0„ / III II1 1 RIDGE VENT Ilk I 1 12 U_ w I RIDGE , W U 12 I I I , I I , 4 U_ > � ® I I ® W �, ® 4 I I I I I I I I 1 w coo FIBERGLASS FIBERGLASS I I � � ASPHALT I I I I I +0'�0" I I ASPHALT 1 PROJECT TYPE: TRIPLEX SHINGLES i i SHINGLES. I I I FINISHED I ( I FLOOR I ( I I DATE ISSUED: APRIL 28, 2015 I 1 I I +0'-0" I I NAVD FIFE = 14.16 I I +0'-O" I REVISIONS: FINISHED I I I I I I FINISHED W 1 I FLOOR I I I I FLOOR 0 I I NAV® FIFE = 14.16 I I I I NAVD FFE - 14.16 ® I I I I I I N 12 12 �+ 1 I 1 1 SHEET TITLE ! FOUNDATION -- - - -_. .:� I I I I L -- .-- - - - - - - - - - - - - - - -- - - - - f-411 1 a — — —— — - - - - - - - - - - - -- -- - --— — — — — —- — — — —— — — — AND /T e �2e� -METAL ROOFa- e_ ROOF PLAN —\, ® e -0'-4" L —— — — —— - -01-411 - - - - -- - - - - - - - -- - - v, v, METAL ROOF cv I METAL ROOF I Nt- BELOW BELOW I _ � � � ® �^� �2"' EXPANSION MT.o �4, 01 CO2" EXPANSION MT. ® [� � SHEET NUMBER - - - - - - - - - - - - - - - - - - - - - - - - - I ® - - _- -- - - - - -- - - - -- - -- _- _ - METAL ROOF -®e4 CY) 0 IMI El ID — —j ®BELOW 16'-5" UNIT 'A' UNIT 'B' UNIT °C:° - 1" EXPANSION MT. 1" EXPANSION MT. Will UNIT 'A' UNIT 'B' UNIT 'C' r2ROOF PLAN1 I LA p . . PERMIT A 103 SCALE: 1/4" ® 1 -011A 103 SCALE. 1/4 ® 1 i ELECTRICAL NOTES, 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 20 XHHW AL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED � 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. ®150 AMP PANEL 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 16" ABOVE FINISHED FLOOR. ELECTRICAL METER 110V DUPLEX-AFCI OUTLET AND 150 AMP BREAKER 220 VOLT OUTLET-WALL MOUNTED 3" CONDUIT, RUN TO POLE EXTERIOR WALL If E ECTRICAL SERVICE RISER ® TELEPHONE OUTLET 4119- SWITCH Deaches - SWITCH-THREE WAY PUSH BUTTON SWITCH DOOR BELL CHIMES 0 Com+ CABLE TELEVISION OUTLETtorin" 111 LIGHT FIXTURE-CEILING MOUNTED LIGHT FIXTURE-WALL MOUNTED BEACHES O SMOKE DETECTOR-CEILING MOUNTED HABITAT FOR SMOKE DETECTOR-WALL MOUNTED HUMANITY 797 MAYPORT ROAD EXHAUST FAN ' ATLANTIC BEACH, FL 32233 ELECTRIC PANEL I (904) 241-1222 FAX: (904)241-4310 q] QUICK DISCONNECT ARCHITECT: FLOOD LIGHTS - DUAL HEAD I Julianne N. Overby, RA 1'x4' FLUORESCENT ' CEILING MOUNTED LIGHT Architectural and Interior Design FIXTURE Julianne N. Overby, R.A. I • 2452 Pullian Street Jacksonville Beach, Florida 32250 i TER 90�-704-8628 EAR / Email: jnoverby@att.net ( ATI® F.L.t11t-0017060 a FL.ID-4621 z", / / L _ {_. I LIGHT I I LIGHT LU <C ® � I\ I it I ' \ ' I - ' Q I-- 7 �LIGHT� LIGHT/� /� I I I w PRE FAN (P I PAN) (PQ F�CN) I (PR`E IR N) ( LIGHT I I PRE FAN) � � ® _ �` I /�- � � � ® ( ) I � ( I IQ al �0 a In ' I ' ® - ® ® :LET e O � qp —_ _ ®® — � / ► WH H AC 1 I WITC I I ee PROJECT TYPE: TRIPLEX TO I BELO10 T® TE ISSUED: A I WITCH ® ® � ` ®� ® DA U APRIL 28, 2015 WITC ` BELOW ® @ ITN I I I REVISIONS: IT Lf \ , I LIGHT ® , LIGHT I (PREWIRE FAN) I I LIGHT �\ /� I PREWIRE FAN (PREWIRE FAN) I, I � � ( ) LLA SHEET TITLE P�\ ELECTRICAL ' I \® TO Ql T \ �. \ \ / / - TO GHT LAYOUT E m \ / I A OVE TO LIG , I ® / ABOV PLANS � — ® ®® SHEET NUMBER I ' I I � LJ LJ LJ LJ LJ L � mr _j A` 4 Aml UNIT 'A' UNIT 'B' UNIT 'C' LLJ ILLQ UNIT 'A' UNIT 'B' ' UNIT 'C' . 2 SECOND FLOOR ELECTRICAL LAYOUT LANri FIRST FLOOR ELECTRICAL LAY UT PLAN �`r �� PERMIT SCALE: 1/4 m 1 -0 A-104 SCALE: 1/4" .= V-0." . A104 � SET ELEVATION NOTES: _ STANDING SEAM METAL ROOF 4" WINDOW TRIM W/2"x2" HEAD TRIM H RDIE RECESSSED PANEL 4x4 P.T. WOOD'BRACKETS (24" DEEP) B ARD & BATTEN STYLE VERTICAL SIDING FIBERGLASS SHINGLES 12 4 _ +18'-7" A.F.F. ® +17'_7" A.F.F. — 411 411 4,0 TRUSS BEARING ' FASCIA TRIM: 1"x8" SMOOTH U U Deaches W/1"x3" STEP 1"x4"WINDOW TRIMnor- �- 5" HORIZONTAL SMOOTH LAP SIDING 1"x4"TRIM L—jW/SIMPLICITY TOOL ALUMINUM CORNERS HORIZONTAL SAND: 5/4"x 8" SMOOTHa NO na:bl' a tow 1"x4"TRIM �a .1 1 LL MTL. STANDING SEAM ROOF for .."Umanitaff. 1/2" A.F.F. a + 8'-1 1/0" A.F.F. N BEACHES ® 6"X6" TAPERED TRUSS BEARING COLUMNS HABITAT FOR HUMANITY 8" HORIZONTAL SMOOTH LAP SIDING 1"x4"TRIM 797 MAYPORT ROA® W/SIMPLICITY TOOL ALUMINUM CORNERS ATLANTIC BEACH, FL 32233 6"X6" TAPERED COLUMNS 10"X10" BASE (904) 241-1222 FAX: (904)241-4310 Ll L D 5/4"x 6"TRIM ARCHITECT: 5/4"x 6"TRIM +0'-0" F.F. — - - FINISHED FLOOR 1�lia11Y1e Very, RA UNIT 'A' UNIT 'S' UNIT 'O° NAV® FFE = 14.16 Architectural and Interior Design A 1 ENLARGED COLUMN DETAIL FRONT ELEVATION 12 @ianne N. Overby, R.A. - : � A�200 SCALE: 1/4" e V-0" 4 /2 Am200 SCALE: 1 " 0 1'®0" � � 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060 a FL.ID-4621 ® � — +17'-7" A.F.F. ® — TRUSS BEARING + 9'-5 1/2" A.F.F. ® ' + ��1 1/8°' A.F.FS. TRUSS BEARING ca to 013 i — +0'-0" F.F. ILL FINISHED FLOOR UNIT 'C° FFE 14.16 SIDE ELEVATION 12 Aa200 SCALE: 1/4" e V-0" PROJECT TYPE: TRIPLEX DATE ISSUED: APRIL 28, 2015 Ill A:JI ® — REVISIONS: SHEET TITLE — — — TIONSELEV SHEET NUMBER mw Ar—M UNIT 'A' UNIT 'A' GLASS LIGHT EXTERIOR DOOR UNIT 'H' 4X4 P.T. WOOD BRACKETS (TYP.) UNIT 'C' MTL. STANDING SEAM ROOF � u REAR ELEVATIONArm® SIDE ELEVATION e o �° P.T.2x6 WOODRRAFT�RS & COLLAR BEAM GLASS RLIGHT EXTERIOR DOOR P.T. GIRDER(TYP.)RAFTERS A-200 SCALE: 1/4" 0 V-0" A�200 SCALE: 1/4" e 1 -0 SEE ONE =00 P.T. 4X4 W®®® BRACKETS (TYP.) SET 1 Beaches Ha, itlat ATTACH 2" METAL forHumanity � C—CHANNEL TO TOP OF I OSB SHEATHING, USE FIRE—TREATED GYPSUM LINER PANEL i CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL BEACHES PRE—ENGINEERED ® WOOD ROOF TRUSSES HABITAT FOR 17— FIRE RESISTANCE RATINGS — ANSI/UL 263 U HUMANITY X CIL Design No. U336 V) 797 MAYP®RT ROAD December 06, 1996 233 NOTE: N 0 ROOF PENETRATIONS Exposed to fire from separation wall side only ATLANTIC FAX: , 0 321-4 WITHIN 4'-0" OF FIRE WALL Nonbearing Wall Rating 2 Hr Z (904) 2411222 FAX: (904)2414310 ALIGN TRUSSES WITH INSIDE Finish Rating 120 Min :.. 6 3 EDGE OF FRAME WALL SEPARATION WALL: (Max Height — 44 ft) d . � ARCHITECT: 1 . Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " long legs CONTINUE Yz" GYPSUM WALL Julianne BOARD TO ROOF DECK NOTCHED R-30 BLOWN form from No. 25 MSG galy steel, secured with suitable fasteners spaced 24" a 1 N® verby, CELLULOSE O.C. AROUND WOOD TRUSS MEMBERS. Architectural an Interior e INSULATION 2. Metal Studs — Steel members formed from No. 25 MSG galy steel having „ ..t� d Design APPLY INTUMESCENT COATING AT erR.A. ALL PENETRATIONS. "H" shaped flange spaced 24" O.C.; overall depth 2 and flange width 1 -3/6 . e N. Overby, 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard ling panels, Tann -, 1 ill B Florida 32250 - supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" ...:.. .. ,. :..-..... . ..... ..... ...: '. .. .'.. . ... :.....�.:`... .. ..... ... 2452 Pt�llian Street 5 Jacksonv shaped studs. 4 e each, T ori a 904-704-8628 1/2" GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY — Type SLX. Email: jnoverby@att.net FL.AR-0017060•FL.ID-4621 UNITED STATES GYPSUM COMPANY — Type SLX. 5 .063" USG ALUMINUM ANGLE CLIPS "THERMAFIBER" INSULATION — REQUIRED SPACED AS Q FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cr'bss braced at 6 (2) LAYERS 1" USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between 6 LINER PANEL wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'--0" wide, 811/19 FIBERGLASS 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to stud;3 w/ 1-1/4" long steel drywall nails spaces 6" O.C. Vertical joints located oveg studs. BATT INSULATION (Optional) Joints covered with paper tape and joint compound. Neil heads 1/2" GYPSUM WALL BOARD OVER #2 covered with joint compound. SPF w00D STUDS 16" O.C. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with :22" and 5 5 2--1/4" legs. Clips secured with Type S screws 3/6" long to "H". studs and with Type "W" screws 1 -11/4" long to wood framing through holes provided in 2" METAL H—CHANNEL clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" hire. Space 1" (3/4" MIN) AIRSPACE 23/32" T&G PLYWOOD METAL ANGLE SPACE AS REQUIRED clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. SUBFLOORING GLUED AND 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space ' SCREWED OVER PRE—ENGINEERED 2x SILL PLATE clips as described in Item 6A for upper 24'-0". Remaining wall area below WOOD FLOOR TRUSSES SECTIONA requires clips spades a max 5'-0" O.C. vertically between wood framing and "H" studs. 'Bearing the UL Classification Mark ' Reprinted from the Online p®r2Nlsotlee one 9lrtory. CoCJrl9�..2003 unAaerttae lnboratorteo Inc. .. PRE—ENGINEERED WOOD M. FLOOR TRUSS SEE STRUCTURAL DRAWINGS Q 411 to 1/2" GYPSUM WALL BOARD PROJECT TYPE: TRIPLEX 2X6 STUD WALL @ 2481 .C� DATEISSUED: APRIL 28, 2015 1/2" GYPSUM WALL W/ R-19 INSULATION REVISIONS: 12" BOARD OVER 2x #2 SPF WOOD STUDS ® 16" O.C. NON aCOMBUSTIBLE SIDING OR .063" USG ALUMINUM ANGLE CLIPS SPACED AS REQUIRED 1/2" GYPSUM WALL B( RD STUCCO OVER APPROVED R11 FIBERGLASS BATT INSULATION 2x4 STUD WALL @ 241' O.C. HOUSE WRAP VAPOR ARRIER ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W/ 'PASLODE' 1 " (3/4" MINIMUM) W/ R®13 INSULA `ION FIRE RETARDANT OR EQUIVALENT ANCHORS ® 24 AIR SPACE PLYWOOD SHEATHING EXTENDED O.C. MAXIMUM (2) LAYERS 1" USGS a GYPSUM LINER PANEL _ _ _ _ 4'-0" HORIZIONTAL DISTANCE BOTHSHEET TITLE 2x SILL PLATE W/ OF SEPA TION WALL `�'� ,>.; ' �A :i'- SIDES OF FIREWALL L FOAM SILL SEAL F. . . .. .. . ........... .. . . .. 2" USG °C RUNNE R SECTIONS 2" USG 'H' STUD 2X6 STUD WALL @ 24" O.C. ANU 1" USG GYPSUM LINER PANEL W/ R-19 INSULATIETAL ILSON O I. (SEE SECTION THROUGH SHEET NUMBER CONCRETE GRADE BEAM SEPARATION WALL) CL (SEE FOUNDATION PLAN) SEPARATION WALL Aft PLETAIL 1WALL SECTIUI-qA�300 SCALE: N.T.S. A-300 SCALE: l ., � IJA S ET . z STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLEBeaches ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE—ENGINEERED ROOF TRUSSES — SEE STRUCTURAL ® CELLULOSE & INSULATIONtam O BLOWN—IN BAFFLES BETWEEN EACH TRUSS 12 HURRICANE CLIP @ EACH TRUSS 4 BEACHES ® SEE STRUCTURAL DRAWINGS HABITAT FOR (2) 2x PLATES — SEE HUMANITY STRUCTURAL 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METAL ' ARCHITECT: WRAPPED 2x6 FASCIA Julianne N. Overby, RA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R-30 MIN. Architectural and Intcxi®r Design Julianne N. Overby, R.A. BLOWN—IN VINYL "F" CHANNEL INSULATION 2452 FLAlian Street 5 4 x 6 FIBER CEMENT FREIZE Jacksonville Beach, Florida 32250 / 1 /2" GYPSUM WALL 904-70'-8628 BOARD BOARD. MUD AND 1 Email: jnoverby@att.net R-19 BATT INSULATIONTAPE ALL JOINTS FL.AR-Go t7060 a FL.ID-4621 HURRICANE ROD SYSTEM — SEE AND FASTENER � 00m,11% ® STRUCTURAL DRAWINGS HOLES. SAND ALL SURFACES FLUSH. o 7/16" OSB OVER 2x STUDS l0°' Ln SEE STRUCTURAL DRAWINGS VERTICAL SIDING 23/32" T&G PLYWOOD (BOARD & BATTEN LOOK) SUBFLOORING GLUED AND — - -�— - TO BE INSTALLED PER SCREWED OVER PRE—ENGINEERED MANUFACTURE'S SPECIFICATION WOOD FLOOR TRUSSES 4 t"%TAIR DETAIL z z z LL DAMP PROOF BARRIER LAP 1°�0°° OVER FLASHING SHIM A-301 SCALE: 3/4'° 0 P.T. 5/4 x 6 _ CONTINUOUS TRIM STUCCO: INSTALLATION MUST t CONFORM TO FBC—R703-6 2x SILL PLATE 1 /2" GYPSUM - WALL BOARD REINFORCED CONCRETE SLAB �c FOUNDATION SEE STRUCTURAL .......... PROJECT TYPE: TRIPLEX, 2x PRESSURE TREATED PLATE DRAWINGS - OVER FOAM SILL SEAL — SEE METAL BELO i ®ATE ISSUE®: APRIL 28, 2015 STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER ANCHORAGE BEDROOM / I - -- BARRIER OVER � REVISIONS: CLEAN, CLOSET / EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND a cLc. / FLOOR. SECURE WITH STARTER TERMITE TREATED - ; „; STRIP SOIL I s'� FINISHED FLOOR /� � FINISHED GRADE A ® °° v SHEET TITLE 0. C3 0 ® / DOOR 4 :, 4 / ® ..:1 _� ® .. ANDTO TILT / LL „ . ® �� AH UNIT - / - I & HWFI / 1/2 CWS -- / 04 / cel INTERIOR STORAGE � / (CONDITIONED) r _. Nk Nk 4°-611 SHEET NUMBER 4 PARTIAL WAI A-301 W/ WOOD CAP arm 1I TAISECTION 3 T ROOM SECTION A=3 uAmk � SECTION � • 1/4°° � V-10" Am301 SCALE: 1/4" � 1'-0"A-301 SCALE: 1" = l'-O" AT SEPARATION WALL A 301 SCALE: PERMIT y } SETr � — - ------- - ---------- -- ---- � � , I : : � � � I'll, , ­. 11 ,M, ­­�-,I.- -----�.,�, -- -, 1-­-­­ ­--v­­�-­­­— —�—­­­­ - . ­� --­­,­, ­ -, ­—­-1---1­-­-­�-1­ - f-111�1-7 --­ ��%, ­ —­­ -­­�­­ -­—­­ �— ­, -�­--­­ —z­�­, —­­­�-M ­��--­,- -­� ­ -­­ , ­- ­ 1� - , -j----------- TH13 DOCUMENT, ALONC lil"Ifill I GENERAL NOTES: SPECIFICATIONS: (conlinucd) t� I ASSOCIATED DOCUMENTS, IS I EZ I I AN INSTRUMENT OF -- Ikfl- --11'��,I I -,� OTHER FPd,,MIT\TQ I i I ENGINEER'S SERVICE FOP 1. All notes,drawings,details,tables,references and specifications depicted will-hirr thesc,crigineering documents shall be reviewed by the,client and eachinaterial arid/or CODES & DESIGN STANDA RD& DESIGN LOADS- 9 I , 0 1 - ,-- -1 I THE, EXCLUSIVE USE AT THE - �, ,� --- 11�--Ij� IN - '' �,777= 1 -- �1 " 7777=,, -� 7 '77:1 ri , �� � �V����, I­�,, � . service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be 1� '. ,,,,,, ,-Z", . - I I ,-, ., 777 9, PROJECT TITLED HEIREIN. ��/, 1//,� �1�,I /��,­�'1��,­��,�, 11,- - 1­�­­ , .'""', 1-11"', '' "', "I Irl -efe -ices, -;picted herein,as well as a --- ,I - ,, ", ,.", ­ - I - RIVED 17-ROJAlf 1. A-11 structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,Shall be#2 SYP himberw/maximurri 19%moisture content. I'll-t ­­ -x-- -- �l---'��',��:1,1�,�-�ll,�-��,-�,�/�"I I',' , , I � furnished by-those persons, and/or entities with a thorough Lmders�Laridinla of the notes,diwvvi gs,details,tables,I -rci and specifications df:- Florida Building Code-Residential 2010 ROOFS , "_1"I', ,/, INIPORAW,1�101V DE ,� "I I I , I � - "", -.11 I - , - , ", I thorough Im-owledge of applicable construction and safety practices required to execute a design such as the-one depicted herein. Florida Building Code 2010(asapplicable) LIVE, LOAD 204/sf ,/,':;" �1, " I 11 T111,3 DOCUMENT, ANDIOR f - 2.All eDgine-ered wood beams shall be Trus Joist/I-Levc1/Wcyq,rhaeuser brand 1\41icrollam LVLI 1.9E,or equiwalerit.,except as noted otherwise,arid shall be installed in I ­ ,I, ­­, I I I I I / I / ""o ,,/ ,",/` ASSOCIATED DOCUJIIEENT�5, MAY . ,. � I �' ., I I ficat lions,instructions and directions. I 1, -, , `/`1 1, I .. 'I,I ", ""I/��,. ,� I , " 0. accordance with the,manufactuire-'s specil DEAD LOAD/SHINGLES 7A1/sf �,'/ ­�"",-i,�,, ZO-NE"1" 1�,1�-�11 I 1,, I I - ­, �-,­,/, 1�1, ",", JVOT BE USED FOR OTHOR " 1`1 I 11,� "I 11 ,, - 1/1", I )- I ne--enoineerina docurne-D-ts have beer,prepared at the client's request to ensure,tire structure depicted herein is in cornipliarice with Sections 1603 through 1607� 1609 ASCE 7-10 1 DEAD LOAD/TILE 20 4/sf , I .I "I I c� �n - - - I , 11 1� 11 -,i�... , � WOR-Af(S) OR PROJECT(,3) /111 ,�',�� I� '1� ill" I , , � , "I I �,��, �,'; ­�,,�­ I and f',�s6�0 of the Florida Building Code,and/or Sections R30 1.1 (excluding"flood" de-sign,unless specifically noted within these documents),R301.1.3 arid R30 1.2.1.4 3.All engineered wood posts or colitrims shall be Trus Joist/1-T.evel/Weyerhaeuser brand TimberStrand L SL 13E or Parallam PSL I.8E solid members,,as specified,or NDS-05 DURATION FACTOR 1.25 '/�'��, "I 1, I ­,,, , � ,�:­:'� WITHOUT THAP EXPRIE'S 14 , .- i � , --/, ­"­ ," " ,-. -) - a - 'y .,�,,, ,,, - I �,"., , and R301.7 of the Florida Building Code-Residential. The engmecr's scope of work is limited viding the necessary anc lysis, ,'�' , X , �� I , , 1, along with Tables R301.5,R301�6, to only pro TPI 1-07 FLOORS ,,�,­ I I I - �,,,,,,,,,,,,,,,,,��,--7:�,,—,�-77,— �,11 - I ,, � �;7,,,77,777-,' " " I I � -_ _ _ Ac -6 ,"/, � � � ,;,�,O­'­, ­­ -rawings.c-1 kails and specifications commonly required to depict tire construction necessar�j to conforn to,or with the stnictural loading requirements as fautlined in tile equivalent,except as Doted. Vertical post or columns specific6 on the framiDg plans and/or details as engineered wood inay not be built-up Orpiecedto therto I rm i/- ,1 :" , ­', - ,� - ,e I- WRITTEN PEERMLS'Siom OF TRF I , .1 " ., ­� I d - ACT'18-05 LIVE LOAD 40#/sf . I ,�-"",il,I , I 11 1� 11 ­ I I I- I 0 the specified dimensions- they must be solid,one-piece members. Post orcolumirs specified within these construction docurneirts as imensional/solid-sawn members- .I 11 '­ I'll, 1 af'orementioned sections of the code,on(!specifically e-xcludes other elements of a structural nature as well as all elerrients of a non-siructural nature. Additionally,the, . - I WFCM-01 DE AD L OAD 124-Af(Inciuding Chi'g Below) i- - 11 ':/ �, ," ­­��,� I 'll ­�', '­ "': . -V .I , I &MVER-ORNY-MM , � 1"": . . I i.e. 4/1x4,Ax6,6x6,etc. -may be replaced by a similar-sized(e.g. a 5.25"x 5.25"EWP in licu,of a 6x6 SYP)engineered wood post Nvithout additional arialysisor 11 ­ W �, , I """ I""'� ''I REV DA Ar engineers Scope 01 work,specific-ally excludes,engineering-functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWI DUP-ATIONT FACTOR 1.00 - 11 �I--'I,,,,,-I ,, -1— . . documentation required by the engineer. I I ,, � . , "I'-- I 1, ,� rj "I,/ - 11 -1 �, -specified lrerein)�etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental-,site(including drainage),etc. -And, DESIGN CRITEMA: CEILINGS/ATTICS I , / �"I"l-I ,,­, " �11'I�1. .1� ",,,�� ­­ I - .,�, I I., 11 ­�,,: /I 11 ,I,,� 1, ' 'I'll, 1, ,, �;- -- I : thecrigincer's scope of work specifically excludes design elements of tin architectural or non-structural nature,Including but not limited to egress and life sdrety,-moisture LIVE LOADINO STORAG-E I 0#1sf(Non-coricurrent) X ��';i ",� " �:"/ '"-\ ,,-,, ,�/ �%-�-, 11�� ... , ,,,, , ," I -�, Zo�'TE � , I I,".... 11 1'�', I 11" ", "', . e 4.All nailing shall be with"corrimon"nails,except as otherwise noted. All nailing not otherwise specified within these,engineered documents shall be as specified by ,,�'�, , �"., 1'.-1' " .I I 1, I? - I p, protection,infiltration andlor resistance;resistance to wood destroying organisms("'AIDO");fire�resistarice;energy efficiency,etc. The engineer fartlier warrants that th Btff-LDIINIG TYPE ENCLOSED LIVE LOAD,,v/STORAGE 204/sf(Concurrent) -,�-,,/,�(", ­��,,, � ��, - I,­/\ ,r - ,��":, �/­ I the applicable code-referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adliesives, shall not be used in place ofnalls ­,/ 11 "" I", ,�­ """, ,,,� I-,,�, I I 10 lie aforenictitioned sections of the code arid makes -- ' � , , /\ �',', � r---— structure depicted within these documents,to the best of his or her l4rowledge,complies with the applicable port' us offt BASIC WIND SPEED 130 mph(3sec. gust) DEAD LOAD 5#/sf ""' ,�,:,".",/% , " `,- , 1�1'" I/ ��-'�,/ I �4 ­ I- 1-1 .1. 1i 'I�I "I�I 1, �, 1 or sCreWs. ,�- �-,',',,',:',,%�,�',,7�",-,- " I- ,�� , �, '1� I I ," , , k ,�.�,, ,�",I � , fi�4/ " ",I 1,­,, I - ''I'll, WIND -- ''.1, "�� ­��,:/' ." I . , ","`,� - - -v ,se documents with regard to their f tness for any purposc� Any data included within these docurnentstbat address EXPSOUIRE CATEGORY ,", ,, , .1 ,, I ",, - -- no other claims,warrarities or guarantees relati ctothe I i " ,�, 1"I ., C I � "., ,X � ""� �, I K"-,11�' ��",` " ""',"DI, ��,,'z , 1� ,,., -, ,,,',,,:� , 3 - S ur- LOADING V-7,2-, �,,�,`�,�,�, ,,,,',,- , ... ,,,��', dlll�I 'y - f I.''. ely incidental to the engine-&s scope of work and Shall be BUILDING CATEGORY PER TABLES �- - .�, i,�q "'i", I"' - 11.1 , I` "� , � o - -r , ,��, ,�11 -Die In A ill Wi �­- ., I I � . �I// , �� I, zo,qE /,­ -1 4 1"// " 11 I ��, , . ad III,--specific confines of the aforeirw -0 ,rid stated limitations i p directions. - - INTERNAL P-R-EFSSURE Co& -N FACTOR 1.60 ,,,,, I'll,1/, ,�­:­� ZIONL I I- : I- - - - i C fic ,-, , clenients beyw itioned code secti ris a � astr led i accordance h the inwriniftleturer's spce r cation oa a 11 K � ��/ ,111 5�All en -red componen ,roof I - -joist,etc ,� , ­', responsibility of the appropriate entity-i.e. owner,architect,comractor� and/or building official,individually and collectively -to design, account for or otherwise verify as gince is,i ludi g - -russ-s,floor truEscs,I .,shall be.ii if s,insliructi i s rid - +0.i8/4 18 IXTRATIO "- �,,-,, , " I I � ---i—----- -- appropriate for the intended purpose. SIESIMIC �/-; 1311, "/ "", 1�111 " I , TITIA � � - - ", �� 1 ,$ � X, ""', � , , .1,11 , ,I 11 " -� \ ,/V , 1 The .­. "',i,�il 1'1"�,,,, 11 : �j�; I ; , - , 1:"-�1,1 -- " 1 ,,. , ,�­. m , ,� & Allsheathing shall be either APA-or TECO-rated,Eposure 1,PSUPS2(Structural I rated sheathing LINTOTrequired except wheir specifically identified as such). , , ,�,� ,,,'_,,i -depicted wi in i -iless specifically noted herein as otherwise,has not been designe ,,,�, ,, '' - I I ��, itil a these engineering documents,7ai t, d to resist flooding or the associated effects I , I ,,rl 1�1�1 "�w"",,,-,,',s�L-",x,v, 3. The structure - I ,/ ,� � , ,--,-,'-',,"-,\ I wood,unle ie ot -arning plan and/or details. All pane' edges of wall, -a III: , ,'", -� I thereof, It is the responsibility of others-i.e. owner,architect,contractor,site developer and/or building official,individually and collectively-to establislitbe minirni-lin Sheathing may be either OSB or ply css Specified as c ne or tI -her on the fi -s, - I - she thing shall be solidly '" -","E I CASTILLO � blocked. Use of"ply clips"or similar edge sup1port is requiredat unsup rted panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. GABLE \ I PO 1� 0 ZONE"Y'-COMNE-P �­ ­C qlion forthe subject site,and the improvements located there-upon. in no case shall thc structure depicted herembe sited at an elevation less than 11 IEZI w 1- 1 - 1 19PPropriatc building elev, Use of"ply clips" or similar edge support is required at unsupported pariel edges of roof sheathing less than 23/32" thick,when supportirig tile roofs. Use of"Ply clips" -f­� ZONE(S),TYPIC-U, I Group ,I'--' _ ,,, the minimutit presc 'bed by FE NIA,as -as prescribed by the comirrunity engineering and approved _I "%­,-�,-� n prescribed by FENIA and enhanced by t1re local controlling authority,o,� -ported panel��dges of all roof sheathing,regardless of pa-el 11 -roved aesthetics. Roof,find wall I --, ­ - -- ���­ -- or sirmilar edge support is recommended at unsup n flick,ness,for inip- ,::,-- '-. - by the local controlling authonity. F urthermorc.the structure depicted herein shall not be cotistructed on a site-meeting the criteria for or ol lnxwise identified as,I flood zorte - - I A Fl-nd�C=..tw. �,�.:!­:' .,� �-- .� I I sheathinc,shall not be lessthan 7/16"thick. Floor sheathing sh ill not bi-i-ess than 23/32"thick,with Lill panel edges supported(tongue&grove or blocked). Some .- �, - . i "W unless these engincering documents specifically indicate the design(s)depicted herein are resistarit to the potential effects of V-,.;Iass flood zones. V ROOF PLANNIEW F1 z o,N E��I,,-Ell T PRIOR ZOT,TE,(S) -,---:i-11 ` i I - - -, � � Desi,vners �-�;�� i design loads require thicker panels-,see sheathing Spec ifications for specific minfiriurn panel thicknesses,required span ratings and fastening h-Iforr-nation, 0 �� --i . 0 1----� i 1. - -F.- 4. The desi,mg:i(s'depicted within these engineering documents has/have beenpre ared in accordance with the applicable laws,,codes,standards,rules,etc.,(referenced f-1177I I Engineers ­­��­, 1 I - � [-,I 1�', ZONE"2"-EINDMEDGE ZONE(S) I ­---, --,- � -,,,�.n��, ) - p 1 7.At exterior walls c!ad with a stucco or,in applied-stione veneer finish,the APA( ww,v, .aptr%vood.org)recommends the rise of either 15/332"ti-rick,32/16 spart-rated LIA ,�-.',,:z,n� -", herein)as irnerpretedand enforced by local authorities having jurisdiction a-ad,further,the engineer iis nor aware of any errors or oruissions contained within the,design(s) - - "ET' DIMENSION: 655o Roosevelt Blvd. ---�1­�--",�-4, - - I _ -e 1,J[IS I/.PS2) Ei 7/16"thick,24/16,--,pan­ra�ed Structural I rated. sb eathing when the sheathi ng is installed With a vertical or ientadon(Iona axis --1-1,­ - sheadfing(Exposui. . -, i.. I or docurnents-nor of any inconsistencies bet-ween the design(s)and documents and the applicable laws,codes,et al. .However, should any portion oftbese engineering - Z-1 Jacksonville,FL 3224J, 1,-`�---5;,3­-� . I ­­;­ , � parallel to the studs)on the wall(see Technical Bulletin TB-2C2 for additional.information). The discretion to enforce the aforemeiitioiic7�drecorrLn-iciidation is at the sole I - ZONE"311-CORNER ZONE(S) -1 - ­­�i 11 ­ ,�I.. documents be found to include an(error or omission,the crigincer,upon ap if `r* 59-31v ** 0 0 - ----- j propri4to nob ication,wifll correct the doctiment(s) in a thriely fashio-ii without additional fee to i (99-0 772-6100 �-,�;-­-­�-.-- I� " . discretion of the local Building Ofticial-Do NOT use sheathing that does not conform to the aforementioned recom laii n TIZ - tied I �1-i��,�1,- � mrieti XX -1i ­ . - . � d -0--unless vou have Fll ST verif the I FL CoA No �', � the,client-unless the error or orm i ,from flaixed,incorriplete or ambiguous data provided to the engineer,which will result in additional n,es due to the engineer I - ­­­­-,­-259 15 1 1 ,;, -,1 ission arose suitability of the nonconforming materials with the,Building Officialhavingjurisdiction ever the project. Failure to do so may result inthe needto significantly enhance for the,additional services provided. The erigincer will riot be liable for any increase in material and/or labor costs arising from the,revision,correction or update to the the construction of the elfteilOr walls. i engineering documents or addendum thereto. � � r� 5, These engineering documents may be tised orre-time-only,and only at ttie specific site or location identified herek.t. The.design(s),depicted herein may riot be used to 8.Metal connectors sliall.be Simpson brand hardware,as specified herein,and shall be installed in accordance with the nianufacturer's specifications,instructions and � ,I , n at the a -ruatc connectors meet or exceed the specifications of , ormecto ( - .I .- directiorls. Alternates to the specified Sinipson con ectors ma3 be used,provided th, ,he - the c rts) � , execute(a)subsequent stnucture(s)or elements thereof,nor shall the designt be executed at a location other than the one site or location specitied herein. V-) Is) _ ire I ims. i 111­reZ,�2,,", � specified and have appropriate-product approval arid install atioa instructions and di ctio ----­­-- "'�, 1 cw�3 Z 6.Use of these documents for any purpose constitutes the understan(fing anti acceptance of the terms and conditions outlined herein. I I I U C) FOUNDATIONS,CONCRETE&MASONTIRY r [`�- 11 i , 7. Verify st.moture orientation with architectural draivings and,site plan orsairvcy before cominencling consuruction­ Do not commence construction ifa conflict ispresent. I - , �-� . I I - 41\ P-i r(S)depi led within these,ongiricering docuincirl's has been completed in accordance with recognized standards,recommended soil design � �-� 8.A hitectural drawings,site plan,survey andJor other data or fiCton-naiion shall be reported to the 1. The foundation desiga c y I , �-4 - roy discrepancies between these enigineering documents and,the are pa � I I 4 - - rameters and accepted engineering design procedures arid is based upon the best information available at the time of their preparation. The design(s)depictedherein I = �:) engmeer before the commencement of construction arid no construction shall proceed until tire discrepancies are resolved. Should discrepancies be discovered during is/are intended to inininnize differential movement resulting from the heaving of c,xpansivc soils and/or settling of'subsurface soils. It inust be recognized tliat fire 11 �,,19/1-��/,lili, 1 �4 P,�'- 2 CODStrUCtion,construction should cease until such'time as the discreparicies have been resolved. foundation components wi,I-I experience movement throughout the useable life of the structure. Subsequent ovitiers arid/or occupants of the structure sliall be apprised(if I [ ��,,,I � , CA K-1 - I the soil conditions present arid be advised to maintain good practice in the future vfith respect to surface and subsurface drainage,maintenance,'the corl-struction of �, 1� 111. I 0 ared consisteirt with(lie architectural drawin,gs and details provided by others-that include dimensions,operifinglocatiorts � f7l �111 �,'1 9� These eD o,q-o-eeriD-g,do(,tiii:ic-,.,.ts have been prep, . abs,fm -w( - - -yeleriie,iitsp-cartliestrtif;ir e that could afTect future i 10,01" - I I I'll ci c information-which has been . . sponsibl for the accuracy of(I replicated information partitions above floor sh rish -)rk on or above the floor slab arid the'locating or construciing of se-coridia X11 U �q aric o -er spe ifi i replicated into these engineering documerA& The-crigmeer is not re _e ne - , I or for claims arising from tire use thereof. performance. � I r L-1� J--I L 11" ,9 ­ - L =-- ,-, U� I 0.Unless specifically depicted within these engiyreering docurnents,the engineer has riot been made aware of nor accounted for other components,eler-rierits or systems 2. The foundation dcs1,",-(s)depicted-within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring I 1 91, ZI �-�, 0- -rest pressure)of 60-filsf per foot of depth `i` i I that may be intended by others and could affect the,performance ani/or serviceability of the Aruc�utre depicted herein. --­� -- 7 exclusively nori-expansive soil with an allowable soil bearing c apacity of not less than 2,006#/s-f and a design lateral load(at ?" � , nxise in 'st, 1'�,,'-,9,�',�' with a level back slope. Should site conditions be adverse to- r othe .corisi ent with the aforementioned pararneters,construction shall cease immedif.9itety and �-J V� o I I i. These engineering documentsshould never be scaled. Wall framing should be based on the stud table(s),specificatiorris andfor the relevant notesprovided herein. Wall the,engineer shall be promptly notified of the conditions arid Do further construction shall occur until the engineer has provided additional direction. I I (O 0 �,�­, I fraining shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings,or based upon notes or references included in the architectural i � C V - 3,Backfill should not be,placed adjacent to the foundation wal.s until thc,,valls have cured adequately to provide sufficient strength and have been anchored to The flocyr � � ;"\",�-, drawings. /-,\ system above or otherwise properly braced or shored to preveiri damage to the wall. ,--�, - Q.,) P I -q -e,� g� 1�---- l'N 'I U 1 12. These,crigincering documents include specific information of a structural nature-i.e. the size,grade,species,quantitV, strength,etc. oflicaders,beams,coluirrus,posts, /or -1 \---- 1 �� —"--� I _ - � - n, -tie required mini muni 2,0004/sf soi hearing capacity. - g,footings,reinforcing,connectors,fasteners.etc. 'This information supersedes information of a similar Trature that may be Shown on the 4.Peter to the Geotecbm'cal Enoincer's report for all soil and site preparation requirements necessa�y to achieve t -­ T' studs,joists,rafters,sheathin ' In the absence of a geotechnical eng,incer's report,the site and soil shall be prepared to the satisfaction of the..Building Official. \K �-� W 4-� associated architectural drawings. Additionally,the size,_grade,species,quantity,strength,etc.of thestructural elements specified herein may be exceededorenhanced, - - 0 -.-, "I �-" within reason, at the,discretion of the I , the engineer, itirless specifically prohibited by the engniee� 4-111, 6" r � - user without additional review or analysis by 3. All foiandation pads depicted within these engineering docunients shall be fonnied to the d1ilnerisions as indicated arid-substantially centered beneath the associated FLOOR PLANMIEW \K1 k�, f-- ".�, , coluniii or wall,imless indicated otherwise. r-��- r,'i 13. These eirginecrigg documents include multiple pages with cross-referencc& Ail pages of tile-engilleering docni-nems should be reviewed and understood before using e $a �-&­i 0 - " ZO-NTE"4"-INTERIOR ZOIKE(S) I the documents foratry purpose. If(a)page(s)Of the engineering documents is/are.missing, illegible or otherwise unusable,obtain complete and legible documentsbefore I . E] 1. )`�­- 6.'The location of steps,j ous and liop-of-wall and/otr top-af-slab elevations aye critical to foundatioil PeriorTiaance. While the location of those steps,jogs and elevation "E Z" DEMLIEN S I 0 N. I r--4 MI., proceeding with intended usse. 0 �-J 1�6 0 - F,77'1 zoi,,E�,5,?-END/F-DGEZONTE(S) , �� t� changes indicated or otherwise tiroYm to-the engincerhave becir depicted within these engineering documents,it is understood that soine offliese items may change - r� *�`- 57-319 ** I during actual constivetion. The design(s)depicted herein can.only address the proper foundation confifiguration as specifically depicted herein and.could require LLj I" 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in comforinatic.e with all rcquirementsofthe authoritieshavmg I L-- ------ — C) * V) jurisdiction over the construction and/or occupancy depicted herein. A-11 contractors-inclilding materials andlor labor contributors-are responsible for the-m-eaiis and additional analysis andeffoit should field revisions ment. I fgrl\ --�t I c an 4 1 U4 methods of constructip the structure depicted herein anti shall perform their respective functions in conformance,with all applicable laws,rules,regulations, .odes . d 'I 0, 9 In rig docturictits,nor any portionthereof,be used-for anv purpo I -V 7,Extrurne care should be used thr-oughout the construction process to prevent the movement of retaining arid/or foundation walls until the completion ofthe striactural MAX. ON-CENTER STUD SPACING fin -1NC-1!E§J 44 r--� F-1 standards. Under no circumstance shall these engi ecrix I - - se until a)they have been reviewed,b)they have been system. it is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering docurricitts to adequately shore �-. I (Z) I ap . . I - -v END-ZONEANTERIOR ZONE. .proved,and c)(an)appropriate Permit(s)has/hat,,c been issued to execute tlio-design(s)depicted hereiTl by the appropriate controlling autholity(ies)ortheirdesignee(s). the walls throughout the construction process to maintain the,integrity of the design(s). ?' -4 , I i p cted wi hin these engineering documents sliall be inspceted as required by the autlrority(ies)responsible for the — - � ,_C, Furthermore,all consiruction arising from the design(s)del i t - - - - - WIND 1301C FLEXIBI,E FINISHES (MOTSTUCCU) �7 � issuance of any permit(s)and shall pass each required inspection before the construction progresses further. r4o Certificate ofOccupancV (orsimilarstaterrientof . N1n.Rfifft <30' — -- � - — � - 4 i - - -T ; - 8. The building site Shall be cleared of all top soil arid orgauiC matter beneath the planned structure location,as well as for an additional five feet ortnore beyond tile I 110er� i=Ll I I completion)sliall be issued for the struct,ire depicted within these engincering documents,nor shall'the structure be occupied or otherwise used for any pumose,until such - Fu�isH FLEX. 2x4 2,x6 2x8 1 ylo -- ----- _ -1 i - - perimeter thereof. Unless offierwise indicated,all footings-and flat concrete shall bear upon non-orgamic, undisturbed soils compacted to a density ofticit less than 95% f , �a4 � time as the authority(ie3)havingjurisdiction over the construction and/or occupancy of said structure have confirmed the structure is sdflo,"s-o-und and i n' compliance with all 0 -PLATE,111-IGIT17 92,SPF 42 SYP '10 SPF ff2 S1117 1 '42 SYP ..2 SY12' #2 SYP ; I -)y III, 121MHINUI�L -------- -is depicted within these en of Modified Proctor Maximum.Dry Density(ASTM D 1 557)for a depth of riot less than two feet(24 inches)below the botw n of the foot' g or slab;Or,upon clean .--- --- - �-4 s:� ,,e I applicable-laws,ri,�iles,codes,etc..and consistent with the drawings,details,tables,ref,crences and specificatioi c gincering documents. - -- , � GW-�GP-, SW-,arid/or SP-class fills with any organic mate Ire h the COMPONENT & CLADDING PRESSURE S (in psf)-Vsd or 'V%,LL0W/-WL-E: . 31 '724" . ­ . ,,, ria.s removed. Fill, as requir d, shall be placed atop non-organic,undiStUrbed soils('-wit compaction . — 24"Y24" 24"/24" 24"/24" 24"/24" I-24"/2141"' 4 24"/24"- Z �= ,?-� thereof verified as previously referenced)and added in one foot(12 inch)liff s and each lift shall be compacted to a density ofriot less than 95%oflvlodffied 1&ctor — 91 2411/2411 241724" 24?'/2 ' 24"/24" 24"/24" 24"/2411 24"/2411 15.It is the sole responsibility of the contractor(s)arid labor contributors executilIg the design(s)depicted within these engineering documents to determinethe proper I . IWIND 130' ROOFS(allvaluestragative-i.o."UPLIFT") -- WALLS(incl.WindrivvF&Doors) .-- -- - �,, C=) W 0 -or - a -is well,-is irlsure flie soundness Maximum Dry Density(ASTM D 1 557). These Ininitinum specifications may be exceeded orsuperseded by either a geotectinical engineering report specific,to the PITCH >-6//i2 ---- 19 __ 1211/16" 12'716" 2411/24" 2411/24" 24"1-2,V' 24"/224" I 2V/24" erecti ripi :;cdurcs and sequences required to insure the saf,ay of those providing the labor,and materials necess,ry to execute the designs,, building site or at the direction of the Building Official-as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the Mn.RE Ht, ­ I 51' ZONE'13" ZONE"211 1 -01,iE"Ill ON7ERHAING OVERILA�NG — END ZO-NES ENTERIORZONES -- —1 — �� CJ r--� �- I �- — ­-— ----. 94" ——- I - - 7 24"/24" 24'724" - Of the stiticture,and its sub-elements andfor components throughout the construction process. Furthermore,it isthe sole responsibility ofthe contracior(s)arid labor ' 1� - . - 11) — III IFE7 1IT112"I 24-124,' -224-/24" 24"/2 r 7 site be prepared to a lesser degree than that 7vxIiich its outlined-herein. AREA(nisq.fi, COR-NERS ENI-�)EDGE I ILNTERIOR CORNER INTERIOR 1,1,,GATl%1E I POSITIV-11: -i\11EG11V1JVE IT 6"/8" .1 - - - I CEGIIVIIVE POSITIVE VAX' 1-24"/24"-- 24"/24" 24"/24" 24"/241' 24'724" r-.A .<0 C,*n 4� ­� — -�n--_ ----- --] ,2 — <10 -25.85 - . 3 -7-16 -737.64 ---.- -7- -23.98. 2,10 —14" �'P ,51 F-1/16' 24"/24" 24'724" 24"i 4" 2V/24" I - - 2-581 1 -222.10 -3T7 ...1 contributors to provide appropfiate and adequ ate temporary bracing necessary to maintain-a safe,plamb and level structure during the construction process,until such time I - � 9�6O '2110 in tents are properly installed,inspected and approved. Bracing shown throughout these . �-�- �( as all of the structural elements and comporic-n-ts depicted with' these docum , t, I — -- -------- I � 9.All concrele slabs on grade shall be no less thari the thielmess indicated on the drawings(no less than 4"nominal thickness in any mstance)and beplaced atop -?±�73 -24-73 -----­27.72 1 21.17 -23.04 21.17 -- 12"/16" 1 16"/16" 165/24" 24"i-24" 24"/24" 0 er-igineering documents is permanent bracing and,­,hould not be corifused with or substituted for dro-aforementioned temporaly bracing. __I__ 6.34, -36.34 --��--—— — -- N�P, --- `7 ` --- I _.—_ ___:�_ -34.1.4 ----:24 91 -T—f9 / -2L,54 19.67 16 N.P. 811/811 811/ (minm um)6mil polyethylene(visqueen)barrier installed in ac3ordance with applicable codes arid standards. Slabs shall be reinforced with eithcr&6 WIAxl.4 50 -23.23 -23.23 1 -19.43 -34.S4 - 18.51 N.P. N.P. 12" 12"/12" 24"/24" 2V/24" 0--'-4 ��, r:� I I IMF 81, --Nil,lapp - -- I - � - I 6. 8.73 � a-'/s,- I s, , I " 24�1124" 24"/224" A � 44 E-4 Tri -F— - I r 6" -within WW ed not less than 8" al edges/ends,in conformanc,e i�,ith ASTIVIA-1 85.or Fiber-Mesh reinforcement shall be used with mi mium 2"fib-r 1 -22.10 1 -22.10 -P..36��-33�.72 �33.72-­ -23.04 ­_ ___-L-_L , 16. Yet-to-be-installed building materials-such as gypsurn board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of die structure depicted I e ength at a rate of I >100 _ .. _I _ J 19.51 N.P. N.P. ,�o ­4­­�­­— --j,-)-----7, ----7i — — lb.per cubic yard ofconcrete,com-4plying wita ASTM CA 116. ,,T�p �7p. 1 . = -it i ,eetf ve loads of the .y . 21, 1 ce I the allowable li 6'78" 1 8'1/811 81/1, 161124" 2T724" ,-----.----.7 ---- these engineering documerits shall be evenly distributed over air expapsille area so thatthe welgl ofthe uIrinstalled materials does not ey 51 " 11 W floor or roof,-Unless indicated otherwise within these documents,4-0#/sf for floors and 204/sf for roofs. I 0.minimuin compressivestrength of all concrete ussed for foundations,slabs,etc. shall be 2,500psi at 28 days. I 2L I N.P. N.P.--6 1 6"/8" 8"JT' 16716" 24"/24" 6-----� �� W - [:E -T K.P.- N.P. — --- -p I_- _J 6'715" — 24'7924' IT All materials specified within these engureenrig documents shall be installed properly,in a workinan-like manner and in ace,ordance with the directions and instructions 223 __ --F18" 16-ii6- .-- 1;L?� ��o P,.� �� 11. Where indicated,cores or cells of block masonry(CMU)A all be filled with coarse grout or pea gravel concrete with a inininturn compressive strength of riot less - ' '1` provided by the mairufacturcr�or as otherwise indicated by tire code or associate d- pr-oduct approval document. than 33,000psi at 28 days. �4 VJ- 'V--)' r1111 . 18. These engineering documents have been prepared using the version of the Florida Buildirig Code and/or Florida Building Code-Residential(along with the associated 12.Reinforcement shall be detailed inaccordance with ACT 315,Detailing Manual. Minimum concrete cover for all relmForcirig shall be as Follows: MAX. QN-CENTER STUD SPACING (in 1NC-_11ES'J - e�_- - � standards and design methodologies referenced therein)apf)licable atthe tirric of dric preparation of the.documents. As the applicable code,standards and methodologies are �P C routinely updated andfor supplerric,rited.VhQ engineering may become outdated and invalid for use if the docurrients are,not subilrated to the local permitting and a)Concrete cast against earth: 3 END-ZONE ANTEIRIOR ZONE. — P ,�. , ,rete exposed to earth or weather: I Y2" WIND 130/c BRITTLE FINISHES (S -Cco enforcement agency (and subsequently used-for construction)in a prompt manner. Should permItting and/or actual coDstruction be delayed beyond the applicable effcclive b)Formed cone -- P4 C 04 c)-Interior slabs,walls,etc.: 3/4" Mn.Rf.11t <3(Y - — date of the edition of the code,standards and/or deign methodologies referenced herein,the engincering documents shall beconic mill and void and shall bereturned to the F-MISEI gR-IT. 2-4 2x6 2x8 2xl0 0 " � engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or - -- �� 00 U , I' i 2SYP 0SPF 923PF #2SYP 42SYP #2SYP J.All reinforcement shall be coliform to ASTM A-615 and be grade,40(G40)unless indicated on the,plans and/or details as grade 60(G60). All longitudinal PLATE HEIGHT #2 SPF # methodologies. In no case shall these documents be used for pennitting or construction more than one(1)year after their date oforiginal issue. (hofiZorttal)reinforcing irl-%va , . Nor matching corner bars shall be used. All longitudinal CN2ETNL�-U­ -- — ---.----- �� �.5 _111s and footings shall be continuous at/around corners arid imersection.s,and �� B, 16"/16" 10724" 24"/24" 24N24" 24"/24" 24"/224" 24"/24" M. I . � (horizontal)reinforcing shall be lapped at splices a mirrimurn o:-40 bar diameters(20" rinniravin lap frtr­44 arid smaller reinforcing)and all vertical reinforcing shall bc 91 - — ------ 19.Engineering documents such as these depict a design that is both impractical arid ecoriornically unfeasible to fully test orprototype prior to exec iti I LIEGEAiD -- I - -2F/241" 24"/241' 24"Y24" 24"124" F..-� r-H - t On. Assuch.extreme I apped at spi ices a mimirrium of 2Y.- -1211/16"- 12"/16!'- 24"/24" - — .Oe� 1< care arid code-required factors of safety have been applied throughout their preparation in air effort to minimize the potential for errors,omissions and/or conflicts. - - — — I 10, 10'1/42" 10'717' 241724" 24"/24" 24"/24"- 24"J-24" � 24,1'124" 5 , , 9 i However lb very nature of the process provides opportunities for errors arid conflicts to arise during the execution of the design(s). Because ofthe inherent inability ofthe I 11, - 8'78" 20"�24" 2411/2411 2411/2� 1 � 1 14.ALL concrete operations-includiria L atnof limitedtornix desIgD,mixi-ag,transporting,reinff)rc,iDg�letailing,indpILiciD-g,placing,curingand testing-§11-rall be do-tie 0- 3 HEADER/BEANI CALL-OUT I -�� a b --7— — , �--It i - I eng.in ce'r t,o-foresee e very potent,al contl i or,amb i gul ty,In act,uracy 0 r oversi ght duri n g the"p ap c r"ph a se,opportun it ie s do e xi st for I he d e s i gn to re quire addi t i on a 1 effor t . - - ( ) 12 N�P. I N.R Jr/2W 1 22"/26" 24"/924" 24"/24" 24"/24" r� ZD , L, . . . - - -)r StrL al Co r .' I .. � 4 once construction has commenced. This,combine it I in he engineering services as -TUF-T—N i�— - le _ lie structure)associated wi h providi g L in accordance with the requirements and applicati on of ACT 301 "Specifications ff tictur� no etc , I MBER OF KIING-STUDS EACH SIDE OF,OPEN ING 14' -- V/12" 1 12712" 12"/16" 2 4"/21 4" 241724" -� - - ,d with the re,lafively low f6--(r lative to the cost of tI I ,,It%- NU �­�----------F—— - I F­� rn � depicted herein,causes the engineer to be unable to accept"back-charges"for errors or ornissioris contained within the design(s)depicted herein. IS.All masonry work shall be in accordance with ACT 5301,A0--'E S/TMS 402 Masonry Building Code. I ,---- T\TUMBEER OF J.ACTK�STUDS EACH SIDE OF OPENING 16'___ N.P. N.R /P I ;/r 3",/12" 16"/24" -24"/224" �� r-.q ;� U ' -f27'- - ---- iF/1 69- 24"/24 SIZE OF HFADERM-Y1 LIZIAL(#2 SYP U.N.O.) 18.51 N.P. NT�P. MR IN.P. 6"/6' 1 I" I � --- 11-t -- --.51 --N.P-. — = 4,1\ C) �:) 20. These engincering docurnents and the design s arscl ideas expressed herein are an instrument of service and rer-nain the physical arid in ellectual property ofthe engineer. � - 114UNIBER OF PLIES IN JAE'ADER 19 N.P, N.P. N.P. "I'll, I,/ I 1� I 6. Concrete masonry units shall be A STM C90-75,Hollow Lc ad-Bearing Concrete Masonry Urri Is,Type 1,Grade N-1,normal weight,with a mirtimurn.compressivt� 5'76 " 94","24" .cau 203 N.R N. . , NI .P. -11' 16 1 � - S 11 - '�-111 Fol so, upon notice.the docurrients shall be returned to[lie engineer in their entirety. Reproductions of the documents,the desigri(s),ideas and/or elerremts contained N.P. —N.P. - I I "/i C) �.� rvo I neer. strength of 2,000psi(I'm= 1,500psi). ALL ------- - 3"/ P-" herein are prohibited without the c�-,L�,prcssed written consent of the engiT - EXTERIOR 14E,ADERS LUITLE SS NOTED OTPERWISE -91.51 ,� N.P. N.R N.Ps N.P. I MR '81, 1 16716" M �'.­4 -- 1 223 1 �j�t. NI .R N.P. P. I -11L�. ."Ir 1�!A�L - 9 ___z _ __J _ _____L� _ ___,I 81 i E " 'ieering docuirients have been prepared for the specific site or location identified berei ayed to the engincerby the client. The engineer has used 17. Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR ITEADFRS[(?-):2�6-I�11]UM,LSS N(-)TFD OTBERWISE =J__L r---� 4-� U, 2 1. These engir n,as rel, - _ EX'TERIOR STUDS SPACED AT GRE417-FIR IHAN 16"o/c STIALL resources reasonabiv available to him-,based upon the information relayed by the client,to determine;the appropriatewind speed and exposure for the specific site or I 8. Grout,wiren specified,shall conform to ASTM C-476,with a mirrimum compressive strength of 3,000psi at 28 days and mixed to provide a slunip ofbetween 8" 1 - - - -11-­­--.- locati P of the congtruction depicted herein. Those resources reasonably available may include local goverinnent GIS maps and/or satellite imagery,wind speed maps - BE SHEATHED WI'I'H MINIMUM 1-9" Q'" NOMINAL)SUEAT-14ING 32 1 o ' , arid I 1". W-ITH VERTICA-1, APPLICATIONS&STUCCO FINISHES. D ERSIG-1V JVE B sl i - h -ornmonly available maps apdfor satellite imagery. The Building Official shall verify the — — ,,7't pub-11 il by the local controlling awhority and/or the state DCA,and/or other f, i wind speed,exposure and other desiggn criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing copstruction from them. 19.Pre-cast and/or pre-stressed lintels-manufactilred by Cast0cie,.,;hall be provided over all openings in CNIU walls,unless specified differently or-the dra,xings. .DR-j4FT IIIJ-FB The engineersfiall not be liable for any claims arising front inaccurate wirid speed arid/or cyposure designatioDs based lapon the site or location irtformation provided to Elm ' f— V Lintels shall be of adequate size,strength and reinforcement for the,given span and loading conditions. M-A-XIMUIVI ON-CENTER STUD SPACING IS 16" WFIEN USING -1" by the client(or others),or for the accuracy of ihose mapping and/or imagery resources used by him to aid in designating wind speed andlor exposure. - "RLSD"EN PLACE OF A QUANT rFY OF KING-STUDS IN A HEADER OR BEAXI C.NUL-OUT INDICATES TTW- TI-TJCK WALL SHEATHING. 16 1, ChTEVKED EATF -- g 20.Provide hoiizontal jolm reinforcing in CTVIIJ walls at 16"o/( vertically conforming to ASTM A82 Lind ASTM A167 Type 304. ' ' , I SPECIFHED HEADER OR MAIM IS RAISED ABOVE THE>LITNE - - - -7W T.�. � fl ,�CAI L EP -- P. <-->I NiDI('PJ E 3 D LR ECT IONA.L ORIENT ATIO N OF SM-7 C Ir,IED FR AM ING-NREMB F,R STUDS WITH M&MIVIFUML ONT -CENTER SPACINGS Of, 6" OR 8" L I DATE 5.12.2015 SPECIFICATIONS. MAY BE DOUBLED ATKID SPACED AT 12" OF 16" ON-CETITFER, 9- - S T E EF L I I RESPECTIVELY. DOUBLED STUDSSFIALL BE FASTENED I - "I WOOD FF-MVIE WALLS 1. Steel elements shall be detailed,fiibric-aled and erected in ac(ordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel - T OGE TITER PER THE TAUT,T I-PL Y POST C ONT'T-,C TKYN TAI3LF>­- ­., I JOB NO. 15-086 — � L C771-j" �U -� Buildings," 9th edition. I ,,S�,�.F7. -/VA -sSo - - -ated - I -typing(studs)may only be interrupted(i.c.broken,pieced or"platforni-fruired")wben -1 -,'CTOR SCI-TE'DUILE , _L� , hin the Y, -I -TO-FOUNDATIONT /MAS"T -Y COTITNE ((-,:­,� �_ I I.---- I 1.Uril therwise specifically indic wit' se-documents,vert' al wall fr, - FRAMDIG CONNECTOR SCHEDULE FRAMING ��,­­­91 1 fully-braced by an miersecting sheathed floor.��f stem. Stairs,stair stringers arid some intermedia Lte - � "��­-' ' Project PE-rigineer: ­ I A61M 3111 — - � i........j '' I 0 ,roofs do-riot qualify as an"intersecting floor system" and should not be I �, � - - - -raining(studs), 2. Structural steel shall be ASTM A36,except as-noted below: CLIP,TIE --��,S'FF��P,'3 '—— NAILS/SCPEWSTO HAR-D�VA�TY qT LDC-4 T1 EXTIMOM0 F0U-1VDAT10jV,S` " ,, I - I - atforn--i frailiring unless specifically designed to do so and specified as such by the engine, I Ir `�;`, '�. I used to support pl er. ,AdI vertical wall It shall be corifinuousand - o�STRAP or NATILS FRAMINIGMEMBERS CONNEI-rop (S-NE 1018) - TEY�FIALLT .RD -- � WALLY TIZ-B-;-14.91/L-IRTARL- " L 11 d between points of lateral asupport. a)Pipe ASTM A53,Type E or S,grade B A [�1�v I MIN 17VGE MIN AFA-18ED M11/MAX ZBO!'A1111 EMBED EVGF, DIST , ,]� qc­13 I uninter-rupte I I n, T f- --- — , a - b)Tubc ASTM A500 -172=,----75F&TPE�p�,,U (12)16d I ABTJ-44,-6() 1518" 1�-VT` ?�'-1-d-I T 777-- I-3141rli6l, N/A -- 4 --- - � I -- fEfizabeth A. Wo-odward, PE --- -— I � , -- I � 2 All top and slioe-or sole-plate material,A;iall be#2 SYP lumber,,,,,/inaximum 19%raoisture content. Shoe-or sole-plate material 'in contact with concrete or masomy -14-��— (1),'MPERENID (10)101FACH LTT20B&DTr2 I I12"(EA) 14-1/4"w/ RN 5-1/2" F17,T,/2-112�SPC'(3 121, 1-3/,V1/1. C.L.w/NIIIN It" '-ional F� ' - - — 12" lil 3.All bolts,anchor bolts and threaded rods sliall be ASTM A307 traless indicated otherwi I I-VT'SPCI'IG 2",v/4"SPC'G [--'��P r oksl� --ngpeer 11se. HS (5)10d�x 1-112"PEREND --- — 3"SPAC11,10 .- 1--- -� " --'�;CSSU17C prCSCP,'a,thTe treated. -- .—­— (22)10d 5-1/2" -1i" 121� ,.,L�.,��, � �, snail be v ISINGIE MGT 1 54' i a 5 .2 Y 12" 1-3/1111/611 C.L. w�­O A -TH I lCGr e N6. 6,1947 - I q-- - -- ��Vs I ,L MTS12 (14)10d,,r 10d x 1-1/2"TOTAL . - —— — 1 3 ,-­ ,I ,,, - -----7 3-1/2"/4" 12" C.L� 1'1��I .1�1 1-/ " "H ---T2' LIM I . 4.Hex ruits arid couplers/coupli gs used for bolts,anchor bolts arid threaded rods shall be low carbon steel and-meet or exceed the capacit� ofthe corresponding ASTM E T&2`1 I —.(20)1 0 d-(24)1 00 x 1-1PT'TOTAL — , ( )Ou'PLE MGT 1(2)-518 5'1/2" 9-1/- 3" � -�r. /, , - -- --- L . (18) 3r\IGLE inTi6/4 5,3' �-IJT' 2" 12" -3/411/( 12" -- -- L 1,"- .. q)'�,,�­/'� , I � ,- I v 3. All vertical wall framing(studs)-including"jacks" arid"trimmers" -through 2x6 shall be#2,#3 or Stud Orrade SPF lurnber�as indicated on the plan(s)and/ortable(s), - -d .. — I 511 ----- 0 �.­-<­­ I f,� -1', , �!y,/�V� � in ----- I TTE--, C�L. , ­ ­11(� --I t A307,A36,SAE 1618 and- - I fl� ,-, J w/maxinium 19%moisture content-except as rioted or specified otberivise on the frarp-Ing plans and/or details. -All vertical wall framing(studs)largerthan 2x6 shall be#2 Grade 2 bolts. L(Y1'2 (16)16d SINK-ERS,TO TRUSS, - --- " � -1;><e�l ­ , ,I, � (14)1,5d SINKERS TO,�5,POST 2x(n)m I DOUBLE HTTI614 513" �-112" 7-1/2" 4 12" 3-VTV , -�� , � --- , --- . T2) I I - 4" — 12" — C.L. V1\I ,rc- � ----- 31, -i;7 1-314"16" -, 1 1�, 6550 ROOSILE-VELT BLVD. I " I SYP lumber witniaxiniurn 19%moisture content unless otherwise noted orspecified on the training plans arid/or details. - - ­ -s -ic -ASTM A-4149 or sirailar-sh all be heavy hex ASTM A563 grade DH. H16,-16S,-16-2 (2)10d x 1-1/21'TO TRUSS�(10)TO11FOST 2x(13)16d ITANDETIVI IRTIG4 I(1)�T' �i 1/2" T-11211 -,j? ta ", I � 5.Hex nutisand,couplers/couplings used for high trength bolts,ai chor bolts and threaded rods --- — - F� k � , (3 SINGLE 14TT22/5 5/3" 1/2" 9-IP211 12- 15" 1 11,14"/6" 111T/A ":' I . MSTiU2 (10)10d TOTAL 2)If5d Simk,n I 1i J L­)JACK�ONVILLE,L FL.32244 , --- --- I I --- -- --- � �­ - 0 all in DOUBLE HTT21C, 1(2) � 4, All required 2x blocking in vertical wall framing slu � -ect or exceed the,specifications for grade and species ofthe studs specified forthe same wall, except walls that MSTA18 (14)I'M TOTAL 2.(32)16d 1�-V­ -illll 1121, 9-1/2" 15" SEE PLAN N/A no cltS -----.-------- I I 5,1- I — --- — 0 � J L (904)',6380-'62' 79 are Specified as SYP arid are also not desipuated as a shear-wall or portal fraine wall may use SPF blocldng. MSTN24 (P3)10d TOTAL (20)Y,f'­x 2-1r21"SDS SINGLE HDUS 17/8' "3� 13" 13-1 -VTV.4" I , i H 3-1/2" ­, .- �- -- - COPUROSION&DECAY TUE-SISTAINICE: I I I 1�1 /2" 1 Z 0 f, ;, 1 " -- I I C.L. , I I �)—­­ ­— — -- ,, , - --- � . — DOUBLE IIDU8 1(2)718- 3. 1 13-112" 13" 13-1/2" ---T—1,12-/T' 13-1/2" T�T- ft I T' q 2 -I S HEE E T I 5. In some instarrices,these engirrecring dociLments may include aspecification,for a column within a wall where the,size ofthe column exceeds the thickness ofthe wall as — I I -, ,, ,,, 11 t --1 - M 37 (42)16d'TOTAL 2x(20)Y4--x 2-1r-?"SDS *� � 'J I .: 11. �, -, ----- - 191 I , I , , Specified either m the stud table(s)or relevant notes. In sutch instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural inembers of wood or structural corraposite lumber either exposed to weather or in direct contact with the gi-ound or soil-i.e.declibalcony MST49 ,46)16d TOTAL (30)Y�­x2-Ir-­DS SINGLE HDU I I - t- I I. I I� 1 1-3/411 SEE PLIV,T -1-T/A o 9 - ---- - ,��, �, I 0 e .4 ,11 -�i-smi�---( - - --[4" SEE PLAN FVA fe"', C) .- ,�DA - I 1 151� & ex , Ime t wall framing iny be increased soas to,conceal the thicknessof the column within the wall; , -out to a thickness boards/lumber,joists,posts,Cie. -shall be pressure preservative treated to a level rated for the specific application. Borate-bascd treated wood shall riot be L used as/1-br 56)16dTOTAL 2x(30)X-x 2-1/2-iDs DOUBLE HDUI 1 1(2)1 115 , ,,, P -- �, ---- I I. -- ------ -- -E,T�-----Too—�,!,,�z--,�,T.­T,,AL (36)Y4"--x,2;4 SINGLE HDU14 91 3" SEE PLPIN ;G� W - 0 , thid s3 of the adjacen b)The adjacent wall may be furred I similar to that of the.column soa.s to conceal the thickness of the-column within the wall;or,c)The column and adjacent walfma�y remain different thicknesses and the structural members exposed to weather or in direct conlact i6itl, the ground unless specifically rated by-the nianufacturer/treater arid approved as adequate fortht — _'SDS IIDU14 I I 151. I NIA — C) & t- 2 R!A��, I ­ - — --Pi�--- I a 0 , colunin"wrapped"with a finish material(r.e. .gypsurn�etc�)and left scmi-ex,posed into an Interior space within the structure. Addi ionally,iftione ofthe three application. SPH4,-6,-3 (12)10d x 1-1/2" 2x(36)Y4"-.x 2�4"SDS DOUBLE (2)1" SEEPLAN NIA --- 4 I ti -,TP—AI-162-2 (2a)n5d (1,15)Iod HGO,HGT3 (2)114. U-112" 13- 1 SEE PLAN --- li-1/2" 0 (J,- n, 4, - aforemeritioned options are considered to be practical,the engineer may be contacted arid requested to provide additional analysis to deterntine i-fan engineered wood 17 1 1 ---I- C.L.--- W -- 4 0, LTP4 (12)8d��I-112"TOTAL ----- [(16)—10d HGT4 (2)-3VT` 7' 1 3" L �- ra I - - 2.All interior wood and wood-based ineinbers in contact with concrete or masonry shall be pressure preservati'%(e treated to resist decay. _� I S17E P�AN 4 14/211 C.L. P. I wall cavity. --- ­ I 11 ____ , 'I 1 2, ­be used within the allotted ­­ I ��=-­ r . ­ -9 0 Z a-, �, � (EIVP)or Structural steel coluarn ma, A35 '12)8d x I , - �, -1/T'TOTAL "FRAMING'mA",-RA-1,1-111,'G-TO-FOTJ,NDATIO,'4"CONN-E(2'roR SCHED�LE NOTES� GUARJ)R-AILS,HANIDIZ-,%dLSA�,,,FDSTJB-ASSF--Ly,L.T-PSI'Co-, ni-q.E-1 HERE 0 ,a- 0 R ,��- 11� ' -- ----- — IR MPJ -4 ST - OF , �� I i of 4 re -and in contact with pressure preservative treated wood shall be either hot-dippe - TiVET11120 (12)10d,�1-112" 1 (POSI�S,D-ALTJS'EfRS�T-�TC�)'.3FI-ALLBECOI�\4PPJSEDOFEfTFIEI�API�OPRIETF-AY ­ ,- 3,All faster ,rs(nails,screws,bolts,etc.)less than V2` in diamelei A galvanized(FIDG)o, . -2- �- � -- --- OusEslm��SO�.AT ACRYLIC TIE T WO-PART EPDXY FOR ALTR-T(`,FOUN'D.COOIL\IECTIOM, U.N.O. SYSTEM V=APPROPIUATEF�APPLICABUE FLOP,ff),"IPRODUCT,�\-PPRO�l,kT-(S) 1 ITETA20 (12)10d�,1-1/2" 2),VT�LDI�NENSIIO,-4S'(RODDIA�NfETER,E-�IIBED2,fEN�T,EDI,E,ETC.)ARFNfE,'a 1- 0. I.- FIELD FRAINIING stainless steel(SS). All metal fasteners 8-,connectors exposed to,weather and/or in contact-with corrosive inaterials shall be rated by the ffia-TitLf,ictLLrerff)rcorDpatibil.i�y --- I -IUMDISTANCESU.14.0- OR OTHERWISE BE DESIGNED BY A FLORID-A-LICEIISED PROFESSIONAL I . W ie �-- with the application and/or corrosive material. Theexterior usc of any-material treated with a pressure,preservative treatment containing ammonia,,hall require the LGT2-M.,kS01NR'Y (('6)'"SINKLRSTOTRIUSS, 3)rT)OUBLL-HOLD-DOWNSREQUIRE MINEMUM 3"1-�AC-DiGB��T�EENATRA-�,Tc'�IORSU.N.O. ENICIRIEER TO TBE DESIGN CIRITERIA ST R4 TEM APPLICABLE CODE.TBE . Z ; 0 = W V 7)1,14'�,x 2-1/4"TTEN SCREWS TO'VIJALL 4�EDGE DISTA14CE DIME'NSIONSTO BE MEASURED FRCIM THE EXTERIOR FACE OF THE FOUNDATION,CLM OR PRODUCT APPROVAL REPORTZ,-ND/QR SHOP DRAWrNTG(S)AND A3,901AATED, X I - i I L vai! , ��-,-I exclusive use of SS connectors atid fasteners. The use of an crial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS — -- I DESIGN CRITERIA SHALL BE REVIEWED AND APPROIPED BY T11E H.O.R�PRIOR 4, -�� --� --- y inat C'MU WAL 1,TO THE I OFT11F ATRAINCHOR . -- -- �, 1. Linrited c1cments or areas of the design(s)depicted within these engiple-ering documents may include the label or reference"field frame" or similar. At these confined - ITSM16 (7)I0d.,10dx I-V2"TOTRUSS, I.' 0 N 2-- �4 T - � --- i% (,4)1/el'�x2-1/,I"TITEI,l�'�CR--WSTO 5)�',Ill'I,EI)GEDIST.A,NCEDC,LSI,TOT.APPt-YATLNTEP,10RCUI�LBLO�.;�,Tl(,'�qS ONLY IF THE MrN-F'MBEDM­rN,T1�; TO CONSTRUCTION. , "M 1W > -- locatio-as the crigincer has deter-tifined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fmsteriers. — -- WALL MEASURED FRO�Nf THE LOWER SLAB ELEVATION ; a . HTS11116 T3T10do',10dx1�Ii2"T ntuSs, 6)ALL PAR rS/MATERIALS TOBE INSTALLED Ell ACCORDANCE WITH MA-NUFACTURER!S INSTRUCTIONS& LL, , iz % a --.-,- — i dows,,valks,radiused floors and/or walls,decorative or volume ceiling treatments arid similar,non-typical construction arid/or (4)V4-x 2-114"TITENOCREWS TO WAL L - ----.---- stairs and/or landings,plant slichres,-M ' 0 - ' D,etc,)connectors&fasteners sball not be combined. Use only SS fasteners with SS connectors. -- , . - D.IRECTIONS I �g �- I'M ;�) C ---------.-------- , ' 4. Stainless steel (SS)arid ziric-plated/galvanized(i.e. Z-MAX,HG- (2)10dx 1-112"TOTI�LUSS, 7)ALL NAILS SPECIFIEDARE"CG.MMONY'SIZESU.N.O. py (3 u ­` I - � 9 11 1, 1� � I I 9 r I, , II � I ace sso-nes. As such,the eng - (r)1,14"-x2-1,�l."'rITEN,SC.;tEWSTO',�,li�T-L 3)MINIMUM ROD SIZE/GRADE,E-MBEDMENT S­rDGE Di�'STA�N('1�'S.'IOA7i,NO�ITPLA:,,T!,�UI'FRSFL-,ES'��11,NJ,N,!U�,,�S�,'ROVIN U§ W W , ---------- gincor has deferrcd to the contractor or other person or entity responsible for tire execution of the construction depicted herein to create his or 11 16,-16&-1 6 2 e Use only zine-plated/galvanized fas,teners with zinc-plated/gah anized connectors. —— C� ... i------- her own design,for elements orapplications specified as"field framirig"or similar. The design(s)and exexution thereof shall be in conformance with all applicable laws, FGTR (I8)1/4­x2V',SDSTOTRUSS, ONTHISI:HART - flx - rules,codes,etc. and shall be to tire executed to the satisfaction of the Building Official. (2)t/2"--�5"TLI�tNIE�'POW,I.LL 9)MINIMI,-J',�EDGE DISTANCES OF4"OR-MORE REQTJIPR-,qL.1,1fMU?J 6"WATLLMtA?,1ITN(I > I I 5. Re — 8)lud To FRA­mm,�C, '__ - ------ ---- cgular inspection and maintenance of wood,wood-based and metal products used in structural applications andfor used in outdooror other potentially corrosive. 10)MINII'Lu'q3"SP,kCINU BETWEEN IMETA-orflETA-ANCHUB U.N.O. RA 5 NISTAM-36 TTOMASONRY IDMLNM/*�','Q I-V2"rDGEDTSTAN, -1 �',NSC U� - ---- �� ..'�,14"EDGE DISTANCE FOR TiTENHD's ---- �nvironments or applications is essential for continued,lon,g-teqn satisfactory performance. - I LI)IA"---2-i1VT1TEN � 12 NIINIZ,-9 v CF FOlt TTL ,REWS I= ------ -- --­—­ --.-- ------­------ -----,.--- -----.—,— 1--- -----------,,l,I", -1 I---- I L ----------- L I -- - I - - - - ___ i ______-__1_---------,-------_­_­__­,____---------,-----.----�----.--�.--.-----�-��___-_.- I--.-.-------I_____­_____________________-._1__________­---,-,--­___,.--.-1______1___--.-----___----------,-._­-__1_______-­­1_1_1_-_..__,_______---_______1__11_1___--____ -----�-------��---�--�-------,--,---,-,----��----�---��-.--�-�---,��------_____________, IF-..---____1_.______--,____1 I � "IS DOCUMARAW, ALONG YVITH I ASSOCIATED DOCUMENTS, IS AN hNSTPUMBENT 0-F � EXVINEER'S SERVICE FOR -THE 1 I __ --------------- __ - - I EXCLUSIVE USE AT THIN __ - �'4----�*lt()DSZVT,�,l�ZX:5'�.V,I,�)- - >1,-�--(*RODS,AT i%,I,A-X.Y 40-_Iik-)-�,�! --(��RO �,�TXE�X.�Y-F,1j.')---- � � � � _>1 . 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I -�� :, I , � - 1-1 I ---q I 1, I I ______ - -___ - I -I---------------. -_ � I i 1 4"CONC.SLAB � �� z �y-,--_-_--__________j'��_ ------------------------ ______ ===,&�_ �� 'IT in i 1 1, � 1_�_Zof5_=:�=______-_____�i � ,l I F ------------------------------- -------------- i� �4 - ", !--:,-----=(� f,_ I , I I 11 ,� �__ "r, � _----,,-,u - - - - 11" _� I Q0 � , I�___.___.__­ �, I r--�;v I I I Ob 1_03 X �, - ­-, ---;>- ;-_ I I REINFORCED AV/EITIILR I I �__'11--____ I— - ___=__:==,_____ --1 r--010') A i �� �1 X--------______________ " 11-_J� :�§i===- -- - _.______ � . _�� I 1 6-,,6 1 0/1 0 WIVNI OR FIBER ---- r4-7 ,;--�" _r, I ,A _______________- ------- --- , _;��: - ==_ _____­__________ ------,--____--------_>A ______'_ I I e­ vi I, , , -1 _7 " I t (_ 1� �- =--== .!Z ____.________________ _____________tiA ______, n R � I I , 1 4"CONC.SLAB I , (Iq F13 I , ;� I I It r­� ,� - I I I I I I---I z _-) �, F04 �� �D 0 �� 0 � ,�_� rl"a-ill- - r-1 - MESH ON 6 MIL VAPOR I f I REINFORCED_W/EfFHER. 'j I �__, I ��fl �_ W w I �- I -.11-1 . C14 Z i f_1 5-_�- - � ...-__.- - "I �E14 - I I ) ��, - �Y� ------I I I �:, 5 1 I, I �i I I BARRIER OVER CLEAN I 11 ,_) I I T � � - - __________________ __________.______ N I I'-, I I � I 6-x6 I O/I 0 IN-10,1M OR FIBER I ��_ �_ ­ ________________________=Fa=Z� �_i- -1__�.:__ I------- � - ---------,3 - 11 - � - . ­ I I I I - -_ i�] ---�>�l - Q0-------,---------------F14________ , \1 =_- - ;n I- "I'll, 11 __________ ____________________________ ! " ? 6 A - I , I , I i -1 I I � -=====F --------------------- ------- I I21 _:.i`) ; _____ I 11 I I � COMPACTED FILL.SEE - I I I TMESH ON 6 MIL VAPOR I I I I ", ___ 1i- ==------a--=_=-f=======______ - )� r, 1001_1� I I , I I iZ � I i I I .. I", ��, � -_________�_____________=____===_____ �_171-i = �4 - ---,-----(D---------------------------------------�--------__________ I . Irl Il.�_ � ii�li�71 f�! ;4 - i ARCHITECTURAL I I _%--- I � I BARRIER OVER CLEAN, - I ____________ - , I i ill 1 % D N 0 71-- I , I I I ! , � I I ; 6 1, 1, I F 05(-"'-) ,a -0 -I_______________________, ,- I F�af,3',,3) i b 1 i I -1 DRAWINGS AND I I 6� I I COMPACTED FILL.SEE . 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( - ,& l H �EA.SIDE OF H FEQD. 2":<-/ -8 -- I A i COLUANIN AS ASSEMBLY. - 2nd FLOOR STRUCTURAL PLAN - I - __ I H " � -_ � H I,--- Smjw­,T� s 3/16" = F-011 - , 1i - --, I I I I I I 1 ,-,..---. --4 1 L - .-- -I I I �i , I I �,ill- fl P I I I I - - - I I ____"(2�_l I i � I - j I _:� I )_1 I -I- - 1 1 1 I I 11 I I I � I I I I � i T-1 I� r I � I 11 i (761131 - I - -_ H A �1, WINDOW HEADER DETALLJ,'� __ _ - - __�__ - ____ H � - 11 p ; �T,__�;Q i 1 1 -1 W_N-0 0-9=1 I It _____ - -I-----,-___1-------- (� RNMORM10100000"Ift A _______ �=____.__ ;_-------__-------______ __ __==�, , - , w---�­­­_­­__­ -,-���,�,-�-"��,--�,�,�-"-"-- - - __r-_-, ----�'�"'�'�'��-,""---"�,--�- - ___��� __ - - ---���-- ­��_�­a w-almwe m--a-M-lm-"Nu-@A WNW - . - - - � . - ................. 'Du _7W§ (F1j­____,____,____,__ A 1!7/16- THICK (MIN.) (24/16 MENT, ALONG WITH SWEATHING THICKNIESS 11TTA-CHMIENT-SCHEDUL­E -`­"`­-7----'--`­- tt if SPAN FNOFx) APA- OR HEADER, ADJACENT TO ------- i ASSOCIATED DOCUMENTS, IS AN TOP > PER CALL ------------- f -RATED WALL SHEATHING RUCTURAL -6-8 CONNECrOPS AT it f T *\/\/ALL SHEATr -ING w/(1) ROW OF Bd NAILS @ PLAN. TOP >-TO-CORNER POST t t L 19" MIN, CUT UN�Sl, r INSTRUMENT OF ENGINEER'S POEIF �,,HEAH1W6j f) TECO - -SPH4 T IM, (3) ROWS OF F Is Vil 1 N D (supported @ 24"OrC MAX) (Supported 16'OIC MXX-) To/c AT TOP I To ASSEMET Y AND (D TOP it I - SERVICE FOR THE EXCLUSIVE USE I ­(1) ROW OF 10d NAILS t)B" it 0 C., STAGGERED TOP >) AND AT BOTTOM OF >-TO-HEADER 0 MAX. 32"o/,-. It Al- THE PROJECT TITLED HEREIN. SHFTFG (IN TO HDR,). NO OUTSIDE CORNER OF SPEED& 8d RING SHANKNAILING MIN.THICKNESS(SPAN INDEX) j8dCOMIJONNAII-11- I I! 10d NAILS AS SHOWN, E F­ ERTAPC`ffjrTERTAPP. I DOCUMENT Afl�D/OR ASSOCIATED MIN.THFCKNESS� INr P7 0 4�, O.C� - EXPOSURE PER METEW ROR12ONTAI (1) ROW OF PLY. ADDITIONAL >-TO-HEADER GARAGE. (SPAN INDEX) It STAGGERED, CONNECTORS REDID wl TRUSS JT TS S "T ZONE END ZONES APPI ICA= T COjVVjSTU,.;COj ZON ZONIE 10a NAILS D 1 1/4" OFF UPLIFTS 0,000#. FOR HIGHER DOCUMEN�s, I 7/1GII 1 15/32'. <OF 2x6. I I I __ OR END-NAJI S t IAY NOT BE USED ,G7 1211 STAGGERED, YPLJFTS USE CONNECTIONS AS jG7 12" i 'BRACE OVER MIN. (24,11 IS) (24/1 C-) 1(32/1 G) i I SPECIFIED ON STRUCTURAL --0 KiNG-SIOD TO HEADER. I! i H FOR OTHER WORK(S) OR R JOTLIPAL f�i�1, ---- / .131x3' TOE- (1) DIAG AY WITHIN 3/4- 2�1 1 1 IT i I '63SES��APPLIED -10 BACK SIDE OF isupported Co,24'uA; OF CENTERFANE it PLAN. TRUSS TO >CLIPS T IF THE INDICATED EMBEDDED 2x10' HDRS. USE (9) NAILS, WEB. CONNECT TO EACH TRUSS WEEI If PROJECT(S) WITHOUT THE N r 'I BE ATTACHED -TO SHEATHED T PROPE 2 ENG. WOOD HDRS. APPLIED TO FRONT SIDE Vil (2) NAILS. INSTALL CIAO. BRACE 1115<132 m I S L KNESS(SPAN INDEX) 8d COMIMON NAIL I, - '6" ST I Ph 7/1 Ot 2xl 0 EIATF SB BE I I 'ItIR G7 121' G'YG" OF 2x4 STRAP(S) ARE NO RLY _ALIFN IHIC Ii 1i -BE 12) NAILS, OF WEB 4 EA RESS WRITTEN PERMISSION OF E_XP.B,C, D G) CORNER 0 T U 0 EACH END OF CONT. LATERAL RA (2- HORIZON I VEPTAPP-11VI VER APR. TNT 8 It CAB -IN-PLACE, THEY MAY BE t A 1THE PROJECT ENGINEER IDENTIFIED! A A - /I 1i GARAGE. REPUNCED BY THE FOLLOWING: BRACE LINES & Q MAX 90' (1) INTERVALS BETWEEN ENDS. APPLICATION DUT STUCCO W1 STUCCO ZON!z ZONE (1) MSTA-SERIES STRAP ID I I I I I f if HTT22 �`t`- !I i 15/32" 15,13 2 9/32" A 31,-,V� TOE- OR END-NAI EACH JACK-STUD TO BELOW. G-7 12" G70' C) KING--STUD TO HEADER. HE-ADER, 2.10 HDRS� USE H (32/1 G) (3 Z/I G) (40/20) it is" STRAPS, 2x12& ENO. 2,,10 HDRS. USE(9) NAILS REV DESCRIPTION i 1/2 11-4-11 H 11 2,AP &ENG� I HORS. WOOD HDR5. USE 24i' It BLOCK ALL PANEL EDGES uld RING SHANK PER R303.2,3.1 OF'10 FOS I MIN. WALL SHEATHING&V OF'WALL SHEA­fl1lNG. NIJIfl�,IAL STiANK dc_ RING dfm 0,012" OVER SHANNii dia,, 13-20 if W W-03"IM USE (12) NAILS, OT1YEiDDED STRAPS MUST R: MNI� 0,113 i; IT NAILING MAY BE OVERRIDDEN FumGS PER INCH, 0.250'din� FULL ROUND HEAD, MIN. 2�' 17�,GTH' THICK LATERAL REQUIRED SHEARWALL __F6,r 2a OF PLIES. FASTEW I WOOD,tI-Fle ANCHORING RODS /I (MIN.) (24/15 SPAN-_--, BE INSTALLED w/ADDITIONAL BRACE QUANTITY AND IF LAILRAL HHAUL MUST BE MADE OF �LXE CAL CONNECTIONS Z_ ED PC. OF#4 REBAR PER I f INDEX) ARA- OR TECO-RAT f LOCATION DEFFNED BY ROOF SHEATHING PER SEE P/STI FOP BOTTOM CHORD COLUMNS_JACK-TO-KING SWD -TO-F I I SIMPSON INSTRUCTIONS. ** I I -THIN( t OVERLAPPING AT LEAST 2 TRUSSES BY SHEATHING i -MORE THAN ONE PIECE, DO SO BY _L_-2 fiEE IiO i-7RZ FliV' Z, E PER DETAIL B/STI, AT NAILING (ISEEE F/S`fl)� -TO-POST W1 MIN So's @)12' O/C OR GYPSUM EACH END OF WALL 'WALL SHEA 0 wl 3i'/12'o/,- TABLE, W/PLY CLIPS 7 BRACING REQUIREMENTS. ASSEUBLIES COB _a0_S_TET_C_ MIN 5d'r 0 4�' O/C. IF MORE THAN 3 PLY'S ARE USED. CONNECT TRUSS ENGINEER. If _UER i SEGMENT, WITHIN 2- OF I CONNECT TO EACH f (4) .131x3" TOE-HAILS D EA. TRUSS/ *SPECIFIED NAILING RE�LUFRFD FOR 8d NAILING, EXCEPT WHEN NOTED, BLOCK AL UNSUPPCRTED PANIS 7USE -RJ VERSION OF RAFTER -TO-TOP PL. IN ADDITION TO EVERY PLY iLj ADDI-jj 9 PLY'S. JACK-"/KING-STUD TRUSS MEMBER W/(2) ON To STHD14 AT CURB WALL NEERED TRUSSES OR ASSEMBLY& CORNER POST EDGES w/2x BLOCKING. NAILS(40/20)WITH 11LE CONNECTOR(S) SPECIFIED IN SCHEDULE -L 2/ST2)UNLESS OR ON PLAN. -TYPICAL, ALL TRUSS fFRAMING. SEE PLAN, TOP. 0 LOCATIONS. 1:1 OTHERWISE. RAFTER BEARING NTSMAY BE INSTALLED TO THEIR NO-IF jACK-/KING-STUD ASSEMB tCCNV TIONAL(SOUD-SAWN) ASSEMBLY. ROD 0 CORNER (DI-ASSOCIATED DELEGATE EILHER SIDE QFLQBNER MAY BE USED AT LAYOUT OR (1) STHDI4/-RJ CONNED 4 Do' TO-FOUNDATION CORNER ifIENTTION OF MEMBERS.-JI POT ASSFMBL)L POST ASSEMBLY-1-0- D H ANE( OWS _V GINEERING FOR TYPE, SIZE 8? MULTIPLE PLY POST CONNECTION' NON-CUR8 WALL (DTL S S7 OR 1/ST2) LOCATIONS. NOT TO SCALE FOUNDATION. (MAY BE USED 11, WOOD*T!-,RODS "ILL0 T (2) 2x( #2 SYP TOP PL.. PAS EN PLIES ------ -TOGETHER wl (2) ROWS NAIL ID DOO (S) SHAL PE GASIL LENGTH OF CSIG STRAPPING w/MIN. (10) 10d IN. 24" LAPS i� -12"O/C, STAGGERED, VIT/ M INTO EACH PLY OF SILL & HEAD(ER), EXTEND fMI (12) .131),3" NAILS IN EA. LAP. HORIZONTAL! _�APPR RI FR I,,41NIG MULTIPLE TRUSSES -Y ACROSS STUD ASSEMBLY tk HOLES wl lod, (TYP STRAPS 0 HEAD(E-R) -1 MAY USE PA51 or -68 STRAPS LLO. O/C MAX BLOCKING, CONTINUOUS TO CORNER, FILLING ALL AT STEM-WALL APPLICATIONS. TTACH TO SPH4-5-6 @ MAX 32i'o/c 9 PL.--TO-STUDS STHO's, FOR TRUSSES 0 24 NOT REQ'D WHEN USING WOOD"fle (2)2x( BLOCKING (TYP). MATCH 'SIZE Group APPLICABLE -----------_ NUFACTURER's (96) Tod 'DS PER DEIAIL B/ST1 ziw STRAPS 0 SILL) FRAMING w (22) 16d ANCHORING RC ADJACENT FRAMING (STUDS). MA TYPICAL EXTERIOR ILL 2x( ) J2 SYP 'NO,- PL. vil(2) ROWS Designers TRADITIONIA( METAL CONNECTORS op DIRECTIONS. IN. 23 23/32" APA-- OR TECO-RAILU HEADER PER STRUCTUP P i I I - U.N.0. lift .1 TYPICAL GARAGE DOOR ENING FRAMING DETAIL. OF .131.3" @ 12' STACGERED. .. L N SEE DETIL C/STI FOR (VERTICAL:) 11 Erigineers ir�-­E-KTERIOR STUD WAUL SPECIFICATI N T&G DECKING (24o/c STURD-1-FLOOR) HEADER-TO-STUD STRAPPING NOT TO SCJILE ST�RC 10d NAILING& APPROVED SPECIFICATIONS. 2nd FLOOR IAIL ABOVE WALL SHEATHING Coi%FUCTION ADHESIVE MATCH SIZE, GRADE ifSEE TYPICAL WALL "AT EXTERIOR DECKS, LEDGER 1-3/4' Width Piecaas: FASTEN FLOOR Jcksonville,FL 32244 QUANTITY OF ALL 2 d ------- T1 fSECTION (A/STI) FOR DECKING (PER (904)772-6100 SHALL MATCH JOIST DEPTH WIN. Minimum of(2) rows of 12d (3-1/4li�) nails 4)12�' o/c� A/S ARING FLR STUD C ADDITIONAL SPECS TRICAL. INTERIOR BE TO IATERAL T_ G NAIL THROUGH A.P.A. RATED BLOCKING IN FLR SYS 2x3) AND BE ATTACHED TO EACH Minimum of (3) rows of 12d (3-1/4�') nails 4 12" a/c for 14" & 41 (MAX) VERT. FRAMING deeper. (4) lod COMMON NAILS 2tI4 PLANK ORIENTED rub_�Iv AND w/ is+ FLR-LEI;EL CEPT AS NOTED i INTO FRAMING Ail 8d AT 3" O.C. AT ALL yi O�d' SDS-SCREWS - 3" LCqG IF Nalled connections require Qn additlonal row Df nails when noil Siz T-BRACE ASTENE jo '0 EACH PI Y OF EACH WEB W/.131 x3" LATERAL BRACES U6 24" PLOWABLE STUD Is smaller than specified above (min. 0.128"X-Y). _____I`_FSTUDS 0 16 11011RECTLY ATTACHED -10 FRAMING, IAGONAL 8 1xt SG S 2x4 D SILID COLUMN U.N.O.. 3-1/2:' LONG IF ATTACHED Hall frorn BOTH SIDES of 3�ply members fDOUBLE INTERIOR PLATE, 12, ox. N BOTTOM. TO I SFF SIUD 0 16"U/ INIERMEDIATF FLOOR SYSTEM O/C_ T-ERArE TO BE 4 ISFF STUDS 12' W ELSEWHERE. SAME SPECIES AND FASTEN TO FLOOR TRUSS APPLICABLE TO MULTI-STORY BUiL F11 h W THROUGH SHTN'G. 3-1/2' 'Aridth Pieces -1 Width Pieces. 12�rl P GRADE AS WES TO B (3) 10d ON CAL TITY_OF 'REViS N FOR OTHER UPLIFT HARDWARE AND JAU Minimum of(2) ra 2" bolts BRACED. SIZE OF MEMBE ' TO 0 d Ol DIAGONAL ASSOCIATED DELEGATED ING FOR IR 0 LY� SEE PLAN, LAYOUT, OR CONNECTIONS, SEE FYPICAI WALL 2x STUD ST ATTACH 2nd FLR IUDS TO 1st FLR TYPE, SIZE & ORIENTATION OF MEMBERS, -IbV EXTEND INTO FLOOR L�Tr �AL BRACE if AS SPECIFIED SY;1RUSS I I TION DESIGN ENGINEERIM Im. SYSTEM (1) SAY. C, BLOCKING 84 INSTALLA itW/(3) 10d KXIO LOC-P: (7) SCREWS SECTION AND -TYPICAL HEADER HZ'12 LATERAL BRACE LOCATION BRACIN STUDS (OR BEAMS) wl CS16 STRAPS RAMING DETAIL DETAILS. ITMMONAT EACH 0, 1X4). NGTH) L40TE: M '10 TRUSS-TO-LEDGER it(25" + DEPT' AT DOUBLE INTERIOR SYP LEDGER FASTENED TO 16"o H OF FLR SYS. IN LE G SEE SCHEDULE FOR F- (2)2x( HEAD 0 MAX. 321'o/c w/ (!'I) 10d/END, I'' /_ _�- T if MATCH BRACE LOCATION I AND SILL SILLS/PLATES/ELOCKING, NAIL FIRST CENTERED ON FLR SYS., TPICAl INT MINIMUM WALL STUD (MAX) STUDS wl.1310" GUN NAILS EA ,f CONNECTOR 1ON TOP CHORD. (TYP) PLATE TO SECOND PLATE INI(2) S_fl1JD-E,-TFND TO STUD BEYONT)LAST TRUSS. ROWS SPECIFIED EXT "'A'I S 12d COMMON N NOT REQUIRFD �i�,N SIZE, GRADE, SPECIES & 1-1 , 'I, BY TRUSS !I " DANCHORIN SPACING S AT 8' USI�G"W�,O� INTE FLOOR TYPICAL-, U.N.O. YMDETAIL B/ST1 SIDE PAiIIEL HEIGHT TO VVIDTH REQUIREMENTS I14ALL SHEATI iOUSS LEDGER & CONNE ION SCHEDULE FR-TRUSSI FASTEN EXT. % PT 2x( ) #2 SYP SHOE PL.. irIILvtNItuIT�jL SHEAR fTOP PL., SHOE PL. RIM -6-8 0 MAX 32'0/c Rv#0-776........_2x6 ifSPF14 S, PER SI)I TO FASTENER, G LINE 7' -ACH STUD. WEB REQ,iR CEILIN ING BRACINIP, -STUDS NOT REQUIRED SHEAR jOUNECTOR ItRv#777-1241.....2x3 w/(8) NAILS RIBBON ItYl PRESCRIBED "EDGE NAILING" _T SCHEDULE 10,14 -1 b- WD OF _2 2) Ij !W1ENJSING WOOD"lle ANCHORING -AD-Ule OF S17E/SPACING. 45 1 S-SHEET�5') SCL BE�RODS PER DETAII LEDGER DETAIL 2 ST1 WITH 4" BRICK VENEER EXTE I ifNOT TO SCALE NOT TO SCALE L------- FINISH, ADD CORRUGATED , L`V. TRUSS 0111 PARALLEL END WALL(NOTE: BRICK TIES @ 24"o/c HORZ. & ------ Ili RIBBON ON FLOOR TRUSSES NOT SHOWN 'OR OR CLARITY.) ROUF/FI 1/25"dirt X 7' EMBEDMENT . ..... 16"o/c VERT. BRICK TIES MUST (1) HTT22 TO ATR (TYP). F TRUSSES (2) 2 SPF 2x' 5 EA. CORNER LTS OR ROOF/FLOOR SHEATHI�' SINGLE TRUSS BE FASTENED THRU SHTN`G 1-0 CAST--IN-PLACE "J" 80 HEIGHT-UMITED APPLICATIONS MAY USE (1) PHD6 OR (2) 1.1.0. 4x4 POST. (3) #2 SPF 2x4!S WALL STUDS. /2'dia X 6' EMBEDMENT I.L.O. EACH HTT22, fO DS FOOTING (SEE TYPICAL WALL SECTION) PHD2's. IF PHD2's ARE USED, MATCH 0 CORNERS DIRECTLY BENEATH BEAM WHEN 6x6 IS REVD� RACIN N FES: WALL SHEATHING PER TABLE ------ i HffTI6 ATP SPECS. IF OVER Ist FLOOR 2"x2"x1/8" WASHERS 0 24!'o % It1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. BEAM, STRAP TO BEAM wl(3) CS16's 2X4 if�2 SPF LEDGER TT16 EMBED SEE SILL PL. SHEAR CONNECTOR W/(4) .131 x S, TO H (33ply END POSTS REQUIRED). fSHOULD A SCENARIO ARISE THAT DOES NOT RESEI THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR F APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN MONCLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) ACH INTERSECTING (3) .131x3 V, ALL THREAD 5 EACH OR ALTERNATIVE AS SHOWN SHOWN. SEE SHEET ST2 FO E �1 TRUSS MEMBER CENTER TO CLAIM A GIFT CERTIFICATE. WHEN USING WOOD*TIe RODS. E SWIB SPECIAL SHEARWALL DETAIL, NAILS 0 EACH STRUCTURAL PLAN. 1I BRACED TRUSS AT LOCATIONS INDICATED AS BRACINC ON -THE INDIVIDUAL TRUSS tUSE wHEN BOTTOM 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF AE TRUSS OR CHORDS ON R DETAILS PRODUCED BY THE-TRUSS ENGINEER. TYPES/STYLES. LEDGE -To 4. ALL FASTENERS SHOWN! ARE .131%3' AILS- DIFFERENT HEIGHTS IN APPROVED FOUNDATION S1 1 NOT TO SCALE BLOCK O� tP-EAH-STRAP PER UON 5� SIGLE TRUSS BRACE METOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACES REQUIREMENT, ON OPPOSITE SIDES t, NT -16" jkPA. OR TECO RATED j! 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANENT TRUSS BRACING INFORMATION, OF 'WALL. --7/ C;d SHEATHING' rA TYPICAL f)_NE­ & TRO-_- NOT TO SCALE TOl PERMANENT ROOF FLOOR LATERAL B R ACI N G 1 2x4 #2 SPIT BLOCKING ed i -tai'EACH BLOCKING SCALE t(4) .131xY NAILING 4 SIDES TO PI ATE OF 2'e O/C. REDUCE TO FROM EDGE OF i NOT TO j SPACING TO 16" o/a FOR itOPT. BEAM ABOVE TEPIOR WAL EX L SHEATHING/POST S`02 AND 12' /c FOR /I ILOt,'V--CAR3OI1I STEEL NUT F ROOF SYSTEM WHPN THE HORIZONTAL DISTANCE FROM THE X4 4? SYP ROUND "FENDER' v'4_ZE�IA.IAII� t 'ABLE 'TO THE EAVE ABOVE 'AS CONNECTED TO WAII PEAK OF OR SEAT OF THE OVERHANGS-,16', 6 24"o/c W/ SLOTTED STEEL WASHER_ PER STRUCTURAL TRUSS IS LES THALN TE MINIMUM CN-CENTER (1) H5 CEACH OUTLOOKER TO TOP fufiLmR WALL - I I DETAILS. I ; I SPACING INDICATED FOR THE "X--BRACING, A ROD TO BE POSMONED SO THAT SQUARE (TYPE IWASHER CAN BE TOTALLY suPRORTE6 By CHORD OF GABLE TRUSS OR END tItBUILT-UP OR BOXED COLUM MAY K, I SINGLE "X"-SRACE AT THE PEAK MAY BE USED 'NALL TOP >. ft 7/16" THICK (24/16 SPAN INDEX) APA- OR TOP PL.. DETAIL TO PIE FOLL0WED AT At L LOCATIONS WHERE fLLSE�D IN LEQ OF 4x*OR TCCO-RATED WALL SHEATHING ATTACHED TO AND THE OTHER (OFF-REAK) 'X'-BRACES MAY OVERHANGS 16"->2TVI, 9 16�io/c IEXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. i FRM M OCKING PER TABLE BELOW, BE OMITTED AT Tk CONTRACTOR'S DISCRETION. BLOCK ALL UNSUPPORTED PANEL EDGES L I Ell COLUMN DE]e L .5 1 i L TORQUE NUT A-8014E WASHER TO 30-3 (2) H5 EACH OU OOKER TO TOP FOOT-POUNDS AT OF INCTALLAFI�N 2x4 BLOCK1111G. IfIFASTEN ALL ROOF SHEATH TtrK' VTRUSS BLOCKING DETAIL p G CHORD OF GABLE TRUSS OR END FASTEN ALL ROOF alEATHING I I LL TOP >. 2plyMIN. STUD END POST (PER tPx4­BLOCK ING AT ALL ROOF WLTllu OF Gi(AFTER EPDXY CUREST NOT-T-5 ifVvITHIN TO ALL SUPPORTS w/a ALL SUPPORTS wl 8d /M7 S HE END OFIT, I PANEL EDGE STRUCTURAL PLAN) D EACH SHEAR-VIALL U.N.O.. SEE DETAIL D-S 4'-0" OF GABLE WALL. I\,NAF_S 0 2x SYP EILKNiC EFFIN Ti NAILS (ii 4�00 OUTIOCKERS OF ATTACHMENT OF P,�ST PLYiS. 1/2' WOOD-Te PER FOOT OR 2T' PER TOP CHORD or TOP > -ROD U.N�O� E-NAILS 0 TO *ATR !,IAXIifAUM OU F-OF-PLUMEI TOLERANCE- Y 131-3" TOE-NAILS TO WOODTtfle ROD MiURAL TLOONER 2x4 BLOCKING AT ALL ROD- --------- ------------ FLOOR LEVEL C`HICHEVER 15 LESS. HEADER PER STRUC -) TOP CHORD DROPPED 4 tPROVIDE FULL----' SS LAYOUT (ING-TO-TRUSS SHEATHING PANEL EDGES WITHIiil CONVFUTIONAL OVERFRAMING CONSTRUCTIOIN NOTES #2 SYP DEL KING-STUD ASSEMBLY )P CHO ------- 2x "L7 OR "T" BRACING ON VVEERTICAL 4'-0' OF GABLE WAUL ON MIN. ONE PLATE. $/ST1 AS END POSTS AT 'INEER. �I WESS #2 SYR VE SHEATHING COVERAGE ROD AT OPENINGS MAY SERVE TOP > AS SPEC'D BY TRUSS ENG I RAFTERS USE: 2Y6 #2 SYP/SPF RAFTERS 24" /C ATTACHED TO RIDGE k- VALLEY NAILER w (3) .131xY TOENAILS. NAILING INTO TOP PLATE 2%4 re. SPF 0 MAC 24�'ov/c w/ -(3) A 31 x3' TOE-NAILS 0 it SHEAR-1,1ALL ENDS tOTM To Top -,4 i OLITLOOKER--TO--IRUSS TO fPER ASTL VALLEY NAILER ONE SIZE LARGER THAN RAFTERS AND ATTACI-1 TO ALL INTERSECTING TRUSS TOP CHORDS v,,/ (4) .131x3" NAILS. Ljj It13'x3" NAILS .131.3 NAILS 0 6"./. FROM BR, LJSF INSTALI DDL 2x �__(2)VISTA4 W/(9)!Od TOE-NAILS PEF TO WEB. ABSENT OF SPEC(S) ON MH EACH END OF EACH 2x #2 SP DOUBLE TOP >ASSEMBLY _x HOLD-DOWN AT EACH BLOCKING IN tXt-RSS ENG., REFER TO 'EXT. WALL L ffR-ILL. PER FIRST TWO STUD BEAM TO POST. SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLE 2' O/C (MAX HEIGHT INTERMEDIATE SHEAR ASSOCIATED TABLE SPACES MATCH j: i�Y- 'X" BRACING, LOCA I E STUD ON STRUCTURAL OF SHEA 5 AX _Lqr /2.4#2 11 Y EACH WAY AS SHOWN BELOW. EXTEND "X DRAWING, USING WEB LENGTH/HEIGHT 2x SfUDS CONTINUOUS FROM FtL!0OR IINTERMEDIATF FLOOR FASTENERS, PER 0 1 -IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131xY NAILS 0 4" O/C (MAX HFIG ETAIL IT r ADJACENT EQUA HT 9'-.10')� LOW-CARBON STEEL SYSTEIA-APPLICAELE A/STI -TABLE, TYP. -to > TO HULTI-1TOW( FRAMINO, PER BRACES INWARD MIN. 8' FROM CABLE WALL AND I.LO, >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DEL -IF 20 T-BRACE IS ATTACHED TO CRIPPLE wl .131x3" NAILS 4" O/C (MAX HEIGHT 11'--2`). COUPLER I MIN. BEAM ABOV"NCS ONLY. TLOOKERS). S L SIZE ��DE/ 1 tTHREAD ENGAGEMENT SPECIE&FROM NAILS FM EA SIDE OF l'X BRACING. MIN. (,3) E1rdILY MAINTAIN MAX o/a SPACING WHEN L PLAN. Tie PT�#2 SYP 4,(4 POST N SS TOP CHORD. STUD S HEDULE, FROM EACH WOOD' ED "X' BRACES PER CABLE END.N IEBS EXCEED SPACING SHOWN ON ROD. (OPTIONAL, -COLUMNS TALLER THAN 10' OR tATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) A31x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING sti (3) .131xY TOENAILS. RCHORD CABLE ROO LOCATE AS REO'D) INTER ED[ IFL FASTENERS, PER SIIL it -THOSE SUPPORTING ENGINEERED itENGINEERED ROOF TRUSSES OR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). CONVENTIONA H.O. ON -Y,2 <742 PITCH W NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END vil (3) .131x3l' TOENAILS. TRUSS MSIA30 W/(24) 10d PITU 8 0 0/0 , ',, OOD PRODUCT. USE PF 2 L RAFTERS/JOFST. SYR 6x6 POST. (IJ. NAILS NAILED TO PLATES DS U.N.O. AND BLOCKING ON I NSIDE fTHICK RUSS S BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. IAL PLAN) 1 BRACE 'FOP CHORD OF T A307 THREADED STEEL RD YLQ0_L)*Tte.. I SHEAR -HE`DULE ON S-SHEET(S).WCOD-Tis RODS APA- OR-/ I STRUCTUR IECO-RATE ED WALL SHEA-ITENG. ("ATR-) LOCATED AT FACE OF litt%LL. SEE TRUSS DETAIL "VALCONVI71103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION, H SIDE OF NAIL SIZE/SPACING ------- MATCH TP ROD REQ. FOR SHEAR-WALL HOLD DOWN IN Ex A OPENINGS LARGER THAN DESIGNATED FOR WALL BELOW ADDITION TO ANY RODS USED FOR UPLIFT. fKOCK ALL PANEL EDGES. Z 2x4 2 SYP LATERAL BRACING AND 6'./c (EXT. WALLS) or"INDEX" SHEATHING 1/4" FROM BALLOON ERAM 'NAILING SILL PLATE BOTTOM OF SHOE PLATE FOR 4'o/c(INT. WALLS) POST TO SLAB CONNECTION WIN fif(3) .131x-S' NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE MOISTURE PROTECTION AND TO SHEAR 2)(4 ABOVE SPACING & LOC%IiAN Ofi� BOTON'l CHORD OF C FROM TOP >OF 12"./c AT FACHED TO TAII ASU44 OR A U66 W/(12) 16d itCONNECT END OF LATERAL 2x #9 SYP CONTINUOUS tTHEREAFTER. SEE BE TRUSS BOTTOM CHORD. MATCH BRACE TO BALLOON FRAMING MAY BE USED WITH il PATTERN FOR I PATTERN Fi5R #2 SYP "CTS"g I CREATE OVERLAP ONTO DOUBLE F/ST1 OR USE AT ENDS OF 8d COMMON HOLD-DOWNS EACH END OF EACH SHEAR-- ALL SEGMENT 1 EITHER ROOF TRUSSES OR CONVENTIOAL SPECIFIED SIN(BEL-I"---_ I SPECIFIED SW(BELO.Wj-fASLE TRUSS wl SEE TABLE 1 3i flFRAMING IN EITHER APPLICATION, WALL AT SHEATHING-iU-TOP TOP >IS (4) 12d 1ADJACENT'X" R GINO 1 / ATR OR (1) HTT16 ex. ATR. PLATE 9 TOP OF WAL.F. 'R SHEAR-Ii TO ADJACENT, FO NAIL SPACING (2) H2.5 AT SHEAT SHEAR WALL SEGMENT OR EQ. OUTSIDE FACE OF SHEATHING TO APPROVED SHEAR-WALL lst-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR- ALLS it BE'"CONTINUOUS FROM THE CHORD OF INDICATED" CHORD OF INDICATED COMMON NAILS fARALLEL TRUSS. ADD .131 tCE� FASill IERS AND DESIGNATION IB�- "FLUSHt' W/SLAB ED 2x STUDS CONITINUC ATTACH BOTTOM CHORD OF GABLE TIES IMMEDIATELY TPUSS CONNECTION. 01 FLOOR BEL9W TO iOP PLA TRUSS CONNET ATTACH TO EACH PANEL PANEL IRADITIONAL WOOD-Tle jRADITTWIAL WOOD-T. tx 3' NAILS PH TRUSS Elf- �ADJACENT, AND CONNECTED To, TO THE FLOOR SYSTEM TO BOTTOM C it EDGES FIELD HARDWARE RODS HARDARE RODS t -10 2x AND PRW1 2x TO I ADJACENT TRUS w/ SPACING. FIORD TRUSS TO TOP >ASSEMBLY tOF CABLE TRUSS. SEE UNDERSIDE OF THE OUILOOKERS ABOVE. IF A .131 x3" TOENAILS t�6"u/c & EITHER TOP >- MATCH EDG E (3) 10d COMMON -TO FASTEN STUD PLY' iffSw WALL SEGMENTS >-15' LONG: SEGMENTS > (2) CS16'. ACROSS IWALL SEGMENTS > INAILING PATTERN FOR TOGETHER PER DETAIL STRUCTURAL PLAN. MSTA12 STRAPS 9 48"o/c Or' LIPA GABLE TRUSS IS USED, IT NjAY BE APPLIED TOE-NAILS. Cq 15' LONG: NONE THE INSIDE OF THE WALL STUDS AND THE B.C.------- ENCLOSED 1 NONE REQID. WALL 15' LONG: NONE FLOOR SYSTEM TO I D-STI, tPLATES ID 32"o/c SPECIFIED SHEAR-IWALL_ 2x HEADER OR STUD ATTACHED TO EACH STUD WITH (3) .131 X 3" "AT' (ACRYLIC 'TIE -MENTS <15' LONG: (1) REVD. WALL REQ'D. 'IIALL TRUSS SEC X ENG MUST MATCH OR EXCEED ENG. TRUSS P ATFORM FIRAM T.C. TO THE TOP PLATES w/.131 1\ LENGHT OF SHEAR-WALL. SEGMENTS ( 15' Ld COLUMN BELOW vil SEGMENTS ( 15' ADTHE TIO EFT TRUSS 2-PART EPDXY, INSTALLED HTT16, OR (1) PHD2 -E-D 1 1, - _j 0:� - PER MAMUFACTUPER'S PARTIALLY' Ist FLOOR fifBOTTOM CHORD OF GABLE TRUSS MAY BE 3' IN (2) STAGGERED ROWS. tffLONG: (1) N'dla LONG: (1) '�I'dl IICONSTRUCT ENCLOSEI Iif C� FOUNDATION SHOWN I WOOITTli. ROD HOLD-DOWN AT BASE WOO SHEAR-WALL- CONS LICT SHEAR-WALL 'Tie POD fFLAT, SLOPED, OR COMBINATION THEREOF. IN PER SPEECIFICA N. EITH PER SPECIFICATION. EITFFE ALI. VERTICAL 'WALL FRAMING�J_U�r i FOR CLARITY, SEE ti I f32�' FRO FASCIA OR BOTH SFDE( AY BE OR BOTH SIDE(S) MAY BE ISW2 D2 (1)Adio (2) CS-161 ACROSS (1) X"dia FOUNDATION PLAN FO Lij L O, FOCITING (SEE z I TES IMMEDIATELY ADJACENT, AN THED. :j r2 FOR TINUOUS FROM FLOOR BELOW TO TOP OT I SHEET S�- I I I BE OBOARD, DOUBLE let SHEATHED.. SHEA fAPPROVED FOUNDATION j; I 1 $\ EDGE OF 2x NEED N IF 1.1: OUTLOOKER IS (1) HTT4 OR (1) PH L R ENCLOSED :/.112 WOOD-Ti� ROD FLOOR SYSTEII TO WOOD-Tie ROD PLA ID BE, FLUSH WITH EDGE TPES/STYLES. HEADER OR STUD OUTLOOKER ONLY. a OFTOP >. CONNECTED TO, BOTTOM CHORD ABOVE,COL. BELOW w/ Ist PARTIALLY FLOOR HOLD-DOWN 'E' THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF 'N THIS DETAIL FRONT S AN ALTERNATIVE METHOD OF ATTACHING A ATTACHING A 8'o/, AT BASE N SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA NCLOSED SHEAR-WLL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM. VIA CIJANGE I� PLATE HEIGHT t sfi I FRAMING DETAIL U.NO. AN ENGINEERED TRUSS,IAND MAY BE USED 1.1-0. FRAMING THE AN ENGINEERED "TRUSS, AND MAY BE USED I.L.O. FRAMING THE (1) FITTS OR (1) PHD6 (1) (3) CS16's'ACROSS (1) SUOD"Tie I_j MIN 2" EDGE ROD (MATCH HTT29 FLOOR SYSTEM TO ROD SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OFF THE HORIZONTAL OUS TO THE UNDESIDE OF TFIE HORIZONTAL 17 i k,S§II, NOT TO SCALE NOT TO SCALE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON ENCLOSED S SHEATHING. THIS DETAIL IS �LQT APPLIfABI E WHF PLICAELLF Wl-FEL1I HIT-92 1 14, % it EMBED./EDGE DIST�) HEADER OR STUD (MATCH TYPICAL GABLE-END FRAMING DETAIL Q.L Lj__ DISTANCE S-SHEET(S) FOP. SILL PL-TO-FOUNDATION ROOF FRAMING IS USE � -N_CONVENTIONAL EATHING, THIS DETAIL IS NQT_AP CONVENTIONAL x41 ACHORAGE WHEN WOOD-Tie RODS. W/ YX3, COL BELOW III ist EMBED./ED NOT TO SCALE DIST) ARTIALLY RCUND-HOLF WASHER FLOOR HOLD-DOWN FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING 3'0/C AT BASE ROUND=14OLE DETAILS FOR MAXIMUM a/c OPTION 91 OPTION NCLOSED ON CONSTRUCTING A GYPSUM CLN'G 17 j �1 1 1 INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WLLS RUNNING FIX.&L TO TRUSS ABOVE DIAPHRAGM, REFER TO REPORT]GO ESR rB -EACH-__ SPACFNC OF BRACING- 7__ I EXTEND HEADER TO KING STUDS WOOD*Tie DETAILS & SPECIFICATIONS END OF EACH STRAP�. 1338 & ESR 1046 ;'GYPSUM BOARD SEE H.I.B. '91 and BCSI i_C3 MATCH EDGE NAILING NOT TO SCALE INTERIOR 2, EXTERIOR APPLICATIONS,". 1) HARDFE-PANEL OR LP SMART SIDING IS AN ALI OIABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO-RAI ED WALL (SOFFIT) TO FOR ADDITIONAL ENGINEERED BE EITHER VINYL SOFFIT )D TRUSZ KING STUDS PER STRUCTURAL FING PLAN. EXTEND ONE KING TO TOP THE STRUCTURAL PLAN. HANDLING, L WO( PATTERN FOR ROOF/FLOOR SHEATI SHEATHING ONLY IF IDENTIFIED AS SUCH 0,14 MATERIAL, RATED & INSTAL-ED INSTALLATION AND BRACING 2x4 #2 SP NAILER TO __1 11 oe ; OF HEADER, INSTALL REMAINING SPECIFIED SW (BELgW�- 2) OPENINGS AND/QR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF TOF ITIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE DESIGN DETAILS & INSTRUCTIONS. 3) SWI & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 4B* LONG wl (24) EVENL -SPACED 10d NAILS. PRESSURES FOR -THE SPECIRC HEADER PER STRUCTURAL B PLAN. AT 7fi-TOP , I %1_j 2x If2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP TOP PL, SPLICES IN KING STUDS AS JACK STUDS AND Vil 10d COMMON 5 S'o/p. DEPTH F --I >) CENTERED ON 1x4 SYR CONTINUOUS BRACING STRAP EACH JACK TO HEADER OKI WINDOWS. al (2) TOE-NAILS PER ND. TA24�, (ONE EACH SIDE OF' TED PROVIDE FULL- MIN. 7/16- TICK 4) AT LOCATIONS WHERE SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MS CHORD OF INDICA 7/16- THICK (11 (24/16 BLOCKING BETWEEN J ECTIC APPLICATION, Q_R THICK )N A""' UNSHEATHED SIDE w/(1) M DIST/ TRUSS CONN (2) ION -10 EACH tRUSS. A ;i STA94 SHEATHFNG OR STRUCTURAL HEADER, ADJACENT TO EACH SPLIC L, (MIN.) APA- OR TECO-RAT-D OR TRUSSES ABOVE let STORY DO NOT SPLICE - OVERLAP PER PLY. SPAN INDEX) APA- OR SPH4-6-8 CONNECTORS SECOND-FLOOR SHEAR-NALLS I OCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR SHEATHING 62'/6"o/c SHEET-SIDING, l(1) ROW OF 8d TOP PL. - PER CALL SHEAR- ATTACH JOINTS MIN. (2) TRUSSES.x CUT ON STRUCTURAL (INTO LINTEL OR TIE-BEAM) INCREASED TO 12' FOR 1/2"dia AND 15' FOR 5/8"d a RODS.1 I 5d NAILING. 81 OCK ALL HEATAING TO BLOCKING I TECO-RATED WALL S NAILS 0 Yo/o AT TOP OF �,j A if)TOP PL.-TO-HEADER S1­iEAR-`NALI1_S WITH MINIMUM ATR -TO TOP >) AND AT PLPN� - UNSUPPORTED PANEL EDGES SHTWIG (1,14 MAX. 32'o/c. EXTEND BRACING TO END OR ENG. TRUSS SHEATHING w/S'o/c Bid 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPFIRAM 16" MIN. w/ 8d NAILS �D 6`o/o AND BRACED WALLS I ATTACH. NAILING. BLOCK ALL UNSUPPORTED BOTTO OF SHIN'G (IN TO NOR ABOVE. REFER TO DETAIL FOP OPTIONS.. ---------- MIN. FOR 2 STORY ATTACH SHEATHING BLOCKING TO TOP PLATE FOR I STORY R DER 'IV/ L-TO-HEADE FASTEN SHEATHING TO HE PANEI NO ADDITIONAL P 8d NAILS IN 3" GRID PATTERN AS TOE NAILS /TRUSS Q'D .131,6 TOE- OR �FE TYPICAL SHEAR-WALL ASSEMBLY DETAIL SHOWN & 3'o/c INTO ALL FRAMING FOR HIGHER COMMON C�)3`0/0. tSHEAR-WALL- CONSTRU ROW END-NAILS &KIN -7"y"7�'o/_- 5d COOLER MEMEGERS (STUDS. BLOCKIRG, AND PF CPECIFFICATION. NECTIONS AS 1 S 'T Tj UPLIFTS 0,000#. G-STUD I S IF THE INDICATED it ATTACH SHEATHING BE ON OPPOSITE HEADER. 2x6 HDR- NAILS OR #6, l-)4- i _R FASTEN TOP PLAT ILLS) (TYP). TO NOT TO SCALE IF CONTINUOUS BRACING IS SHEATHING SPECIFIED OFF STRUCTURAL PLAN. TO DOUBLE TOP > OF CHECKED EAW I I EMBF1 W1(2) ROWS USE (6) NAILS, 2--8 DRYWALL SCREWS. I )DED STRAPS ARE TO TOP >IS W/8d SIDE OF WALL OF BOTTGM APPLIED To THE aQR0_M OF THE HE W ALI NOT PROPER'Y BOTTOM CHORD (AND, OF 16d AILS 9 3 O/C COMMON 9 S'o/c 2,00 HORS. USE (9) itI �AEAD APPLICABLE ONLY TRUSS BOTTOM CHORDS MAY BEJ CAST-IN-PLACE AT CHORD NAILER. TYP) INDOW INTERMEDIAIE (NON CORNER) TOE-- OR NAILS, 2x12 & ENC1 WHEN DOESN'T GYPSUM CLN'G f-STUD WOOD HDRS. USE (12) IS ATTACHED TO THE BRACING FOUNDATION POUR, END-NAIL- (1) WOOD*%ROD ADJACENT TO BRACED BY, P­FER METHOD PORTAL FRAME DETAIL. SCALE N T.S. NAILS.. STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING il ii TYPICAL. SEE STRUCTURAL Pi THEY MAY BE THIS DETAIL PROVIDES AN ALTERNATIVE M�TF­IOD OF ATTACHiNG A I TRUSS-TO->CONNECTOR; I, RATHER THAN DIRECTLY TO THE fTOP PLATE MAY BE NOTCI AT RIGHT) OR. THE RIGI 4 TO HEADER. 2x6 HDR. USE TO HEADER. OR D X11A1_ FOR ADDITIONAL INFORMATICII4, REPLACED WTH HTT22's SHEAR-WAI I TO A HO IZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA TRUSS) THE MAXIMUM a/c SPACING JACK STUDS PER R 2xs Ir 2XIO SIZE CONNECIIa. CONVENTIONAL LUBER (2x8, 2x1O, -FED TO SEE TRUSS SCHEDULE (6) NAILS, F ALLOW PORCH BEAM TO BE LET IN TO I 'STRUCTURAL PLAN. HEIGHT CONNECTORS, ETC. $1 AN NGINEERED TRUS!3, AND MAY 13E USED I.L.O. FRAMING THE 3A 2.2012 EFRACIFFG IS 24'. CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL ENG. WOOD HDR'3. USE ADJACENT-10 EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4 #2 SPF STRAP TO HEADER ON fv� ,-- - 2.12, (1) WOOD� E ROD CEILING DIAPHRAGM (SHOWN AT TYPE (DTL A/-ST1) D NAILS, 2x12 "-(I) &ISTA-SERIES STRAP LEFT). OF THE SHEAR-��LL SHEATHING. THIS DETAIL IS NOT APPI iCASI- ENT ONIVENTIONAL INTERIA HEADER. 2xO HDR. USE ROOF FRAMING IS USED. NOB NO. JOB 0 EA-CH JACK-STUD TO NED SIDE wl FOR A PANEL SPLICE (IF neodQd), EMBEDDED STRAPS (12) NAILS- PORCH BEAM IS ENGINEERED IUMBER POST IS ADDED TO EACH SIDE OF 11 STUDS /SHEARWALL G DIAPHRAGM BE INSTALLED wl H O MUST _DIATE WINDOW HEAD I P_' STRAPS� 2x8 8z 2x1O (LSL, LVL, PSL, ETC.) M,�1& QLN' METHOD CONTI CING METHOD (1) MSTA24 PEP PLY, PANEL- EDGES SHALL BE SLOCKED, i FRAMING PER PLAN A ADDITION, (1) WOOD-Tie ROD SHOULD I OCC ADDITIONAL PC. OF 44 1, 1 PPLICABLE wl DETACHi __UR WITHIN 24" OF TP ED HORS. USE 18" STRAPS, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WEN REBAR PER SIMPSON WDOO'lTie ANCHORING RODS, PEP- ABLE�/ 7/16" THICK (MIN.) (24/16 SPAN ,AN-om(s) 6NLY. SEE Ti 2A2 ENG, WOOD HEIRS, !�� - MID-HFCHT OF WALL. OPT)(R 7-FT. NA TH "PARTIALLY ENCLOSED" BUILDING TYPES) UD 10PTION DETAIL B/STI, EACH SIDE OF 94 SHOULD -TIONS. N(S). ITERIOR OR EXTERIOR WALLS RUNNING -CR PORCH BEAM AND (1) IASTA2 USED !NSTP r SIZE CONECTIOf R- ALLS RUNNING PARALLF1 TO TRUSS ABOVE SHEAR USE 24 STRAPS. fBE ATTACHED TO (1) SIDE OF EACH INDEX) APA- OR TFCO-RATED INTERIOR SHEA EACH OPENING, WITHN 2' OF j4iLL 1 -_162' IN. FOR I STORY PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR Pruju"t Engineer JD ASSEMBLY. WALL -SHEATHING. BLOCK ALL JACK-/`KING-STI TOP >CENTERED ON THE JOINT, 211!' MIN. FOR 2 STORY VERTICAL WEB 6' TO UNSUPPORTED PANEL FOG --- 0 SINGLE JACK- 2x BLOCKING. HOR17ONTAI KING TUD(S) (1) SPH4-6-8 CONNECTOR T"11PICAL T CING & SOFFITS DETAILS ES w/ JACK- -S STUD TO PER CALLOUT ON ToT TO SCALE IN PRO USE ) LTT2G3 'D w/STUCCO TUR IL PI AN SHOE PL (1 z AN RE 1/2 ANCHOR BOLTS ATION WITH it PST APPLICATIO _Q UOIRBLE ACA-STUDS TO fA E ROVIDFn EXT. FINISH- W/ 7` MIN. EMBEDMENT& A. Woodwarid, PE PO APP1JC RUC M MAY BE NO EMSE -HER (TYP). FLOOR WINDOW SILL SEE TABLE FOtt t (2) STHDI,, DEB 2`x2"x3/I6` WAS 11 1, 1 1 I ! It 1 PLACE 9x FOUNDATION. USE THE TOTAI DEPTH OF THE STRAPS 1V INTO 4 RIBBON 06ARD SHEATHING S17E CONNECTION(S). AM IS >_ 9-114�' UNLESS 3ply 2x( ) #2 SYR M,I-�,I LINE" H-FT16 qD LR_1_PJ_-F (OR MORE) BE OEDIATE SHEAR-, FOUNDATION. USE FOR FIOOR AND WA-W. SILL PL. 7 TED STRUCTURAL PT SILL >. AT BASE 0 CURB STHD14R WHEN LOCATED -TRUSS TOP CHORD ECTOR SCHEDULE WALL- AS­ff�ERS, PER ININDOW(S) AND FOUNDATION. SHEE ;I STHEAF L AT A CURB WALL (DTL ATTACHMENT FLOOR ON S-SHEET(S). A TTACHED TO ITT SS INTERMEDIATE 9/ST2) AND BEGIN TRIJ APPROPRIATE TRUSS BEARING PER I 'EMBEDMENT' AT BASE OF ANCHOR BOLTS NAIL POSr TO PORCH OF TRUSS 14SERS FRAiMING,ME. TAIL A/ST1, TY . CURB WALL A DEE HEADER W/(1)POW OF REO'D PLACEMENT OF OPTIONAL (I.L.O. BLVD. 131x3" NAILS 9 2' O/C. FOUNADTION PER STRUCTURAL PLAN. FRAJAING IVITH APR]ICABI E fWALL 10d 6"o/c FROM CONT. _V550 ROOSEVELT ROOF SYSFE 2Y,4 TO 2x4 BLOCKING ;-JACKSONVILLE, EFFIL 3,224/414 L STHD14TTs) HTT22's �-MANUFACTURER'S L DIRECTIONS. ETAIL ifPORTAL FRAME Dr- (904),II38M'279 2x #2 SYR TOP > 1 -HORIZONTAL 2x4 SPF 42 ROOF/R_C1GR SHEATHING !�IPI AN VIEW OF CORNER 3g' NAILS 6"o/c STRUCTURAL SHEET F' THICK (MIN.) APA- OR SHEET (2) ROWS OF.131 ST1 NOT TO SCALF BLOCKING EITWN TRUSS WO A�LCMORING RODS TRADITIONAL METALCOLUNE-C- PORCH BEAM, SEE Ii HOETAIL ORD TR SS TOP C' MINIMUM SIZE— SEE STRUCTURAL PLAN. f ---------------_----------............. ITECO-RATED SHEATHING w/ --ING Bd NAILING. BLOCK fFOR STUD SIZE/SPAe REQUIREMENTS. ILL SPF #2 W/ HE�_ OR END UNSUPPORTED PANEI_ EDGES CONTINUOUS VEII(FICAL OF TRUSS ------------ 2x CHIMNEY FRAMING (3) NAILS TO EACH III/2x BLOCKING.POST NUMBER OF PLYS TO POR ___-MEMBERS - SEE STUD TRUSS VERTICAL 0 6`o/c --j- =­_­=�� MIN. 7/16' TFfl'& (24/16 ID_WALL STUD FOR SIZE, SPECIES .1,31.3- NAILS TO MATCH HEADER. STUD POST SIZE TABLE -2x SY`P BLOCKING w/ 3IxS' INTERMEDIATE BLOCKING. ADD USE OVERALL CHIMNEY SHEATHING ATTACHED TO FRAMING MAX, a/c SPACING -- INDEX) APIA OR TECO-RATE AND GRADE TO MATCH 'WALL SiII16S CH HEADA NAILS 0 6`o/c TO TOP OF TOP SHEATH CHIMNEY wl 3/16' UNLESS NOTED OTHERWISE ON >ASSEMBLY TO TOP OF mJi ii, 9LOCKING Q ALL fHARDIE w/6'/6' 8d OR (1) MSTA18 STRAP W/ (7) HEIGHT FOR >HEIGHT. f 2,x4 MAYBE OMITTED IF (1) AEL EDGE STRUCTURAL PLAN. CONNECT PLYS IAPA RATED PLYWOOD UNSUPPORTE(i P EA. SPLICE (CONT. ifI -12i' c/o. 8d NAILING PER CALL TABLE ON C E 7/16 PER DETAIL D/ST1. w/6' 2-ply 2x's AT CORNIERa EXTERIOR W ALL STAI8 IS USED FROM 3 of /sTi 6R CALL OUT CN DETAIL F f OSS EA. IF THE HOUSE IS TIED DOWN USING STRUCTURAL PLAN.-TION THE (1) MrSI2 OR (I L CONVEN I AL STRAPPING, REFER TO MSTA18 TRUSS) #2 SYP BLOCKING BETWEEN STRUCTURAL SHEET AND DETAIL N/STI FOR TION DETAILS. TRUSS,- BELOW CHIMNEY WALLS C S (4) .131Y.3" TOE/END NAILS CHIMNEY& (2) HTS201S OR TRUF3S-TO­>CONNECTOR: DOUBLE TOP >OF WALL IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED Or'ANY APPROVED ATERIAL HAVING EQUAL OR ---------_-- (2) MST24!S FOP, A SEE TiiUETS SCHEDULE FOR _-CK ING TO Af EACH END OF BI RECTANGLE CHIMNEY EA TYPE (DTL A/STI) BETTER PRESSURE SHEAR RESISTANCE AS VERIFIED BY CURRENT EIC PRODCT'APPROVAL DOCUMENTATION. ff4 TUDS OPTION ATCORNFPS OF RECTANGULAR SHEAR WAI I CHIMNEYS, USE 2-3(I.L.O. 2x4) SEE STRUCTURAL PLAN. INSTALL WALL SHEATHING PfNEI S tOR 2x4 BLOCKING BELOW. FRAMING ICE�41,`T_i\ (8) AR_S/END (F.L.O. (4) INTERIOR OR E WITH L.01,IG AXIS (8' LENGTH) 21�"I - XTERFOR SHEAR-WALLS RUNNING PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24i"o/c TRUSS 7 TO A NEND-VERTICALS -OR- BLOCK Ii 2,x fTOP CHORD OF TRUSS OR RAFTEf CORNER OF CHIMNEY ID CHIMNEY FRAMING DETAIL 'T FRAMING TO PROVIDE MAX.TRUSS TOP CHORD OR RA G L DETAIL ILE MIT 1'C TYPICAL QETE to PORCH CEILING SHEATHING DETAIL allEAR-WALL BRAQW, SUPPORTS FOR SHEATHING. (TYP) NOT TO SCALE NOT TO SCALE NOT TO SCALEF I 1IOT '7�T NOT TO SCALE f ___ __ - � I ,r---"--------,---,--,---------,,---,--,--"------,-----,---�,-------,------�-.�,-�---- -�-,�--"-,--,�--L,�-,-----�---"-,-----,--�-,---�-"-�--�------------,.---,------,-,,----.----�-.--,------�-------�-�-�-----�---�,---------�-"-,--�--�-------,---,-,-----,.----,---�-�-----��----�----,--,-�----- I SEE ST1 FOR ViRTICAL WALL CONNECTION. ll !i -1 j---T ml S--DO--C WM-Ex F--A L O-N c--W-1-T H----j --,­_­_­ , i i - I � i t i I ' CIATED DOCUMEIN --,---,----,--,-,-"-------,-----,---,,---,"--,----------,�-,---"-----------, ii i! #5 HORIZONTAL. it i ASSO IfS, IS AN _­ I I If I ji ii - 14" GONG SLAB 14VI 6X6X19 ii i �' 0 il _/I 0 WWF I I i I , __ i �� it !� I i 4 I INSTRUMENT OF ENGINEER'S [----------�-,-,----,------------, if N - -1 OVER 6 MIL VAPOR BARRIER OVER I if I ; �l i; SEE ST1 FOR VERTICAL WALL CONNECTION. U . / I CLEAN, WELL COMPACTED, TREATED FILL !I (TYP. VERTICAL REINFORCEMENT): 11 I li� SERVICE FOR THE EXCLUSIVE USE I , ,t - ;I I r I ii I . � . �� ­___ 11 ; I ��T THE PROJECT TITLED HEREIN. I . I I I 0 !MAY E317 USED ­, I I I � #5 DOWELS @ CORNERS & 24"o/c li #5 HORIZONTAL. 11 t; r_14" GONG SLAB W/ 6X6X*IP/10 WWF - #5 HORIZ. 6" FROM END ;, .1 INFORMATION DERIVED FROM THIS J ii ," 'AS BRICK LEDGE .1 -1 - =-- -__.. it I OVER 6 MIL VAPOR BARRIER OVER I il E -, fl I ­,:,-_--1 I I 1, 4 8" M I N. OF VERTICAL& ti -ICAI - 'I 1, DOCUMENT, AND/OR ASSOCIATED I I ;i it I CLEAN, WELL COMPACTED, TREATED FILL 1-,,-�-,,:�i I ALL DOWELS @ TOP ex BOTTOM, - - (TYP. VERT - REINFORCEMENT): #5 DOWELS I 1� f; SLOPE GRADE ---ll-�_ !�i , fl DOCUMEINTS, MAY NOT BE USED I . I I 0 CORNERS & INDICATED o/c SPACING I -­J I I-- - __ I -i,I __­­ I EMBED MINIMUM 6" INTO FOOTING I I I t it < -- � I >_ -�_ ­Ull - .-­ (1) #4 REBAR CONT. 01 HEADER COURSE ll #5 HORIL 6" I� :-: 2� SLOPE ] ill, ------] I ,` =[=_---"- I'll 1 i l7-- �t I T D ALL DOWELS ,00 TOP & - FOP OTHER WORK(S) OR " .- I i I lr�__FFI I�_______ -­I ! I . ­ 1 Or- 11 /48" INTO SLAB (GROUT ALL CELLS 72" FROM END OF 11 I 6T�11S ARE I � ----- I I � � I----- , I! = - 1� , 4 11 -_ i ,I � I JDIMFNSI 3 1 1 1 i PROJECT(S) WITHOUT THE I [Mt: � 0 0--_=!1 i J---_-_-I it it BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. I a I .- `Ec o', - // I if C,4 , � __PISTANCES I t I.- �;!I i_1 I i I_ 1 �� SOLID) - - �,%_ I,,!_ --- VERTICALS. EXPRESS WRITTEN PERMISSION OF I I if 4, I, I SIOR,( DLMffN­S10IN§_TR`L__1 � - __ --_V, �,=-I ='j- ii __1 I/ � - - 3 !:�!i i i I -_ -_ -- - = = - - -,�_., , I - �z 'I " - i I Ii I _F i #5 VERTICALS 1, � I I I / 72" INTO SLAB (GROUT ALL CELLS SOLID) , t f�--F I �1 � --'r ____ I N. DISTANCES iii I 11 ; I �� er`�, ,J! I ., ------ I if-- - M I - �l l �; i A ill ` 1� -V / 11 C-4 �; - - 1 1 CLEAN COMPACTED A-'i i--,T-,,--ij i I-1- '6- M i 1 I . f �! THE PROJECT ENGINEER IDENTIFIEDI i l - -_5 :t 4 11 CIA I__�_i I 11 _7___- ______­ it F-I-,--,,-, I I 1--�­;-i f t''-7---1 I-,-- ,-i I/ _,_i I - I - I 11 a ' l ' SAND FILL ,� I _= : if I - -_ -_-_ I � . I----- I i I I i W --, - - - �_; -_ - � _ __J !i _\ . Ill I i / . BELOW. I , i @ 24" O/C ­ i H -1 ! I ; 11___ I i- � n 11 N N 11, I � 6 It I- _ _ _ - __ - -_7 - H � - � DESCRIPTION I I I I li - - ­ . I � - i, � �- I it I = I-=1 I 1_--__1__ I - .- -_ ;I _#5-�VFER1Y_',A_1_ _C1LU_C1_- I-- -_ I � _t--- I�� I ii I I it (TYP. HORIZONTAL I -_ 1-____I J �-------1 i3 --- -7 1- - 'I - �-�t­ I \ - I � I___�­__I I i _­ � ------lil- - i I I--- it I - " I F �� . � ­�_� I I� _ 1 i - - - -- - 14- � I i 0 � r__ I , . � i � I - - , � � I I i ** E �, - ._ _ I : ,� \ I � ___� -I � � I _1 i t I-,.-, I ,- 1 i 3---- ll�I --i I I- I REV �; J ,17___ _ , . � ­_ - I I 1 � ­­­__ I? - - __I__i-___ ' I I '_--i I � I - d I"- /O BRICK MUST BE INSTALLED IN/ 1� N . 1 - l� \ l_____-i I I-,----- __ I ---.---.--l 1 � TO 12 COURSES: 24"o/c -11 � 11 �__� 1, I . �l - ,I I . I I I 11 I - i , i , 6"i_­___:_ % W I l"T __ I 1 i I (TYP. VERTICAL REINFORCEMENT): #4 DOWELS Co 'I ­ I - - -1 i -, I I---- . I - I--- I � I �_I 1) I ,I � - 11 REINFORCEMENT): (2) 1 I I -_ __1 ' A D CLEAN FILL AND COMPAQF 1, , J I 1--_1 1 1 'I - 11 ::�Ji ADDITIONAL PIECE OF #4 - l- -_ ,-=-I i I!, . ­ it 12 < 13-1/2 COURSES: 16"o/c \ - fl I 'y ! -ii I__ I�I CORNERS & 48'io/c THEREAFTER - BEND ALL 0 I !---I � � --I i i_________i i i______i i i______i J-------_� i 1 I ______ ,---! - --- ,fGRADE �9 ---��'- i !I, -Ili WI.7(MWII) I ONGITUDINAL --i I i______1 i i_--f I i-------I I i_______J i 4- '_i i i'-,-'I -_- I REBAR PER SIMPSON i I, i - 1 IN 12" (MAX.) LI FTS. " ,I .I 7=1 1 ,i -2L= , � . � , I ill d ES: 8"O/c T _-, fl (TYP.) 13 Il ___,T,_" i i DOWEI S @ TOP & BOTTOM, EMBED MINIMUM 6" 1 i- \ J] !---! � I------t j I______I � i--------, 1 i______t , W/ BRICK , il I I 1----- WIRES SPACED @ '16" O/C. 1---:--! ; i_____� I i________1l 1 i-------_-, q II 11 1i I'll / '! -i 1 I- if 11 - 1----� I i----! 1 I______1 1 1 ____--I 1 i___ . L I� I � I_-__I f i_�___ I I_L____� I _­_­___­-, ,� INSTRUCTIONS. ** I !,I H 3--==11 INTO FOOTING /12" 11\11-0 SLAB (GROUT ALL 'i 11, I----1 I I-----I , I ii I i I i ,� I � i I I i !, T ---I r ­_­-I i I __ PROVIDE 'HORIZONTAL � ___7' ____-_ I I I? t �I E 5) CELLS SOLID) I! --I i I , _'I I - 1 ftl , , f 1___ it El" CMU� FILL ALL CELLS SOLID. -----> "I __I i i____� 1---1 t l______' I ,--.----I i I , I 1 I J , I I � , i I I � � __1-STOPY FOOTING SIZE I - ,I T WITHIN 16" . IL_ i 1 , I I i --- I -------t I , , 3 i . � � ---i i =_� I i_:=I I 1------I i ,I--_ 11 ivul 3,000psi GROUT. [ _1 J ;-------! 1 I � 1 I_ I i i * MAX. STEMWALL HEIGHT: ( i, REINFORCEMEN I I � � I 1 4_____- 1 � ii 11 I� I 2_121-1-- I-'-___!i i I- ----I i i i - -i 1 4bb CLEAN F1 Lt- AND COMPACT I W/O BRICK 12- WIDE W/ (2)#44 OR (2)#45 CONT. I 8" COURSE& FOR WALLS > 1_3�__10R_y EQ_0TIMG_StZ7E . j� W/O BRICK 16"x10" W/ (2)#5 CONT, OR (2) #4 �l 1� I t I---- ; ! , I , , I lI ,______I I 1-,-,��-, -- -_ I W/ BRICK 202' WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 i� MASONRY STEM WALL. I-..---I 1 I__1 I I____-, � ,____I it ii . 11 H (5) 8" COURSES HIGH U S E W/ BRIGK 20�'x`10'* W/ (2)#5 CONT. OR fit _J1__ . 11- t­----! i IN 12" (MAX.) LIFTS. I if 'I n- ,- .� I i I' ,­ I ! iii . ,� I l i 2 STORY 1 (3) #4 1 ,,----I I 1-----1 I I------I I 1 . ! ! 1 .- - --_ I; " DETAIL 1 A/ST2 OR 18//ST2 2 STORY it -- ;N I--,-: � l------I 1 l--'--LA__1T 11 LAP ALL REINFORCEiMENT MINIMUM 40 =4�=_1 I t___� 1 __ 1 L_____l i I l . 11, -I i'll--------- N . - k W/O BRICK 16" WIDE W1 (2)#5 CONT, OR (3) #44 I, ' ' I I--- I d W/ BRICK 24" WIDE (INCLUDING LEDGE) W1 (3)4,C5 OR (4) #4 'i,i DEPENDING ON INALL HEIGHT. INIOD BRICK 20"x,10" W/ (2)#5 CONT- ii B" CMUj GROUT ALL CELLS f! DIAMETERS AT ALL JOINTS. _1 i �______! 1 i________i 1 1_-____i � � - OR (3) h&', -----> #5 HORIZ. NEAR MID � 3 3 ----, , I I ___L, The i� I 11 -_I I f- -FLEIGHT. ii , I I .. -_ - -- - if i d I.... --___ il W/ BRICK 242'x1O" W/ (3)#5 CONT. OR (4) #4 � SOLID. MAX. (10) COURSES, = I � l i if ll-i� 1,--­-� 1 1-­­� I I i J 1 ­ ! . 1 i I, I______ .� - .. I ______ . ti I - I f 1 I i 1 , I I - i,--,---i 1---,-.-� � T- 7__, � � ,-,---I 1 I- if � I I-_"-I-, 1 ,-1 --- i ; I t fl ­�P � 1 4 ­­ it (I i I---,-----,. � , 1. , , _` , �____- 't it 1 )l 4� I -, , -- ­ CASTILLO �i 11 , , I 1 /'71� TYPIQAL FOUNDATION DETAIL It (_ ' TYPICAL FOUNDATION DETAI - Ill, - lit --- . HORIZONTAL _ I � �i t )1 . - ---- 11, p lQ�12 NOT TO SCALE 1 l �"��2 NOT TO SCALE ADD CLEAN FILL AND COMPACT 11 -_ 11 --- I 1 I 1-- 11 Z. 0 EACH I I 1 REINFORCEMEr,IT): (2) ---4 t 1------; . I I I I ____ i! � I " I i IN 12' 111' ---I � i______ , I ---1 3--------i 1 ,- � JRSE I i (MAX.) LIFTS. --i i , --ti-i , i - C-1f,r 0 U P I� i I I I---'---'� � - - = I------�----I ,�--.-----.------------�--��-�----,--�-11---�------,---------,--------�---------,-,�--- � __________________ ,�-------,-�,---,----------=�_-_-_-- 1 -7-,7 [I I , � I I i 11 WI.7(it LONGITUDINAL 1 1- ------------------­­-----,-,------------,---------.-----_­_ ----,-------�=�-_-_-_�--=�_-��_-�_---,______._-- ----,-,----__ __ __1______________ ­_==­=',! t____f ; - I I � � I , , - I i , J_____1 1 l, � ii i� 1! --,7 _ t � : 1 -_____i __1 : �_____! i i-- ." " � I it i --, --____, i I-, � ) FA WIRES SPACED 0 16' O/C. _ ,,��, I �, �i �, , , I I-- - i , _____j I ELOW I' --I i i -----, , �� , --i r f ,----I A Ibllid.ctat,p-ti­ _,_ i I� I , DETAIL B 11 1-- I if �i � "I �-__i I ------ li I- ,� ; � j--------! � 1 = , -, 11_0,�� __ 11 - I ** EMBEDDED , IF- ---i __ - PROVIDE HORIZONTAL I --I 1 !______J 1 ,____1 � 1 ----' �_ it 'i d I__� t if ,L -� i i----I t � f __ � 1_____ i ;-------1 � i___ - Desigriers �:,_I , - ,��_�_ 11 I SEE STI FOR VERTICAL WALL COiNNECTION. 4� it 1 I I �-, - � t l-- --- �. REINFORCEMENT WITHIN 16" OF F � , I , I� ____ l--i ll I . it 4� � 'I I , 1 , '! , �t � -----i 1 1 � -- i , �______- I lz � 1 I i- ­ t 1 , i I � I I I -- I - - --------, _OM OF _____i , . -� Il STRAPS i'MUST BE ,�, --,��11011_ 11 L,I I-- � I I � it I I------- -- , ; i- ___1 l 1 I TOP AND E30TI ---!--, I- ,1[ '- -- -- ED-gi-Tieers -_ �1. i'I- / li ---,! I !________i I , - ___I i I ll INSTALLED w/ " 1i fl A ! i� i ! 1 ,� t � l I i ,____--- ii ------I l i- i I I 1 I I , --_- l, NC * MAX� 2 COURSES if - I— I I—___i , I--------- MASONRY STEM WALL, l i _____�� I � I I � i 11 2`11. X 24"W. 2,500psi CONC. I �� i ,� 1 1 5 1/2" WIDE COr . SILL TOP AT MAIN i I ------; ! !--____� ! 1_____-) I I ; � � I ! i -=-- I I i____�_�1 _ _,- E SEE ST1 FOR VERTICAL il 1 i ,--------i 1 1-------._l i I- ­ -__ t _-, I I 11 - ,_--,i - . 11-------- ,_,�, - I . -i ; i_____ lvd. --_.I__�,__� I I -------- ADDITIONAL PI 'E I , SLAB LEVEL. TOP--TO-GARAGE FLOOR 1 il ABOVE SLAB LEVEL. I i - , � it _11<� i i- __ , ___i __ a 655o-Roosevelt 13J, 11�I, �, F C . it � !I -I i , --FOOTING w/ (3) #5 REBAR EXCEPT: , '_�� I � _� I 0 � H i t 1 -71 __I I I- , i i �,,­. I—- - , - � , , , , � - � . WALL CONNECTION. � � -1 -�. , - ___ - � i -_ i I i � 4 I � . , 7--t 8 11 i i------d I ---- - -4 - t-------i -------I � I------ I I li Jacksonville F1 i i -.-,-I i i-, � _� . --- 1 - 11 , i, I it L VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING I I :-----I I !------ _ : i T_ iL ,--I i �__� I ____I - _____i ;_' i l I -21-S ' RY WITH BRICK, USE 12 d I 1 32244 11 1�� _'_-,_1.,_ I 11 - I 11 - ____ ----_ 4 I -I- ,_ 1 1 11 , I I ! l -__! 1 1 - �� I � --,---i 11 . , - ,_-, I . � I , if I l� ,-- � 44 -11 - . i 1 ili -l I � - . "w. wl (4) #5- 1`f�_T,_�,,� SIMPSON 11 (1)#4 CONT, IN SOLID GROUTED li I __ ______ .- - - li 1 li If (904)772-6,foo i INSTRUCTIONS. ** WIDTH BY MORE THAN 2 REO ADDITIONAL !� - ­ _­ F___ I 11 ___i 1 1___.___._1 i I _,� 1 1____-1 ! 1 x1_____3_0, 1 - __ - I ___ . I .;,-I--.% I - J � , -l I— , . , - - l _,.__� I if � I 11 I f i I 7__ - FL CoA No._�qoi5 J --- - __1 __ _____ � I— i; i i f-- ,I ] i-, , - ----! i I _____i � �i ;I __ - -i , i I - I I I -_ - ;I U-BLOCK COURSE il -I---- U, , !----- : ,g , I ,� I l f I ANALYSIS) '. i ,I � -, I - ; i--�_ I ___ I I_i I I i____l I I--- ii il !I d t 0 'O ---1 11 I l L_1 I i--- _�_J 1 I �v 1 7 - i I i 1 7 T if "" CONC SLAB W1 6x6x'10/110 WWF il . I :______1_i - , I , ---­ i ______­ I I--i___,_._� I I 1-1-_ - I if I I i____._' I-------- I 'i- I ii 7 ' , I ___ � 0 . ---.I i 1---- 1 i ------1 i I I ii il N ___j 1 I--- -, � _____I , , I . t I i r i I i I 1, I t I i,___-- , I ! 9 6 MIL VAPOR BARRIER OVER i 4l il __ . _____1 1 [ . - i t -1 1 �- I. I I 7--r, FR N, WELL COMPACTED,-TREATED FILL TYP. VERT. ___1 ��_ ___- I I _3 I i-----1 J , I i 8VE __ i__ . ____ i! '! , 4----I 1 , , I 4 1 t_L_ -, 1 it Uj l'i LE"" t 1-1 ____ I - I � LI�Lz__J I I - ­ I I I- __1 j, =)C)-;I-1 - 0 REINF. �� � li 1_S;10_R_y EOQ!ttq_Q_�3117E I 1 I , __ il - 11 ____ _1�I c____t I i­:!j! It 0 SIOPE . I I =7],"T------ -- � ii W/O BRICK 16'xl 0" W/ (2)71,14 CONT. i 1, 0 - i I , ­­i-- I 1 1 1!---I f,I---i 1 I i it ji . z U U) __ Tlli____i11 ____3 �Ij, i� L,J M 0 GRADE I - ____1,__1 I]­�F_f­i __iI'!----- 1. __--ill, INI BRICK 201'xl0l' INI (3)#4 OR (2),f5 CONT. it I i i. i , . i - ----Ilti--ml'-',Ill I I I-----I � fl � M:��E< - 11 -----1 i I�---�1�i- � ii I i i D�:1-1-z -�L� 5' IR __ --�I�;,--I 1 1 �i/_---�ITYPICAL. FOOTING - SEE I/ST-2 FOR ;I Z_STORY i I I 1 3 1i ']I i!= I I _______l�1;-T,_� if -� i i, - . __ __ i! ,, _1 ' -i-- I , l �_ CLEAN COMPACTED i --"--;I I i-L--,--1 1-L� � !1----- ­­ ,, SIZE/REINFORCENIENT W/O BRICK 20%10' Vill (3)#4 OR (2),,5 CONT. 11 11 -_ � ill 11 I fIlli--------;i I i._f____j 1;� 11 ___ , I . I - 0 _f, I ,I,, W BRICK 24%10' lN1 (4)#4 OR (3),",15 CONT. !� I i :i,�Cn _---1;i!----!1-.- . m-=-W=-I1Jl I � ��0 & 0 SAND FILL I -----,I,i------�i--- -__i I i i___.___.j / ii 11 I i D_-_W 1 I !1 1`--�1 I i-,-, 1 1 �i----- I i I 1 rr� I-_ � - - if 1 z�____ � . I =-.-fl!� 11 li , , I z �s I i I_,___1 I I � I I 11 i it !I ___1. � I I iii � - 11 - j, "o U) It � I N I ----I I I I— -. _____i I i�____ I i;I I--- _--I i I�------- t I li - it -I i!1--- ­­- I fl I I . - I i .� . �!!. ___- I - r� � It--,-- " . I H11-- �� - it \- TYPICAL FOUNDATION U 4 I----, � �� . � I I it fl -1 0<11, 'OURSES STEM WALL FOUNDATION I I , . i 1 i I---- !! /1 E;"'\ 5 Q , I I i I__= I __7 , - - ­ I - - __ ___ -- - it . __ � li 11 ,i, I;j 1 _____ FOR STEM WAI IS WITH 10(15 COURSES & GIN, GP, fl �I,I __I 1;I.--L � -t ,j�;i--U- Tl it S - I, i I I i , I �� I I � - I I - ll 1��, ,� t - 11 IMENSIONS AR il I __- -1 1 1,___ I l I f=_­ ' 2 % i�-I i SW or SP SOILS Lo 30# PSF LATERAL LOAD � j, .�� �it,,I l i _ _ � i� il �. _"' I! N. I . E I f 11 I -,�:!i 1 l _____)1 if ii NN. DISTANCES if ' 6<10 COURSES STEM WALL. FOUNDATION I I! f 1A \ 4 ii i, . i tl ; - il it I i FOR STEM WALLS WITH 6<10 COURSES " 4' i I i S-23 I if KTf_�7 It U �r �___� i� ;� � ii I i I ii I . � 1, '7""'I T GARAGE ii � i 1! 6 FOUNDATION A ii I If ­ H I- it I I li i I ]i K7STY) NOT 'TO SCALE 3I NOT TO SCALE . I �,.__" �7 I! �! I Ji" l �[___________ �----------- ----=-----�--=-.=-,-�---�=-.7---,:,�-�=�---,�--,-�,�.-----�-�=:- - ___________________ _]l_______ ---�--�---,---.---.�---,�---�------------- - --------,-------------------------l--­-------­­--­--_­­_________---------------- ----------------,-----,-------,----,---.�-----------,----11 if------------ --------- �­­-­­­-if----------------------------------------��_,-��--�...=7=--=��--�-_----�-�,,,-_�-----�:�,,�..=�---------�---------------- ,_ ____­-­ __------------,---�-------­­---�----­ ­_-----------,---,---,--------------------------------­­-­­�­­-------t_________________-_----------------______------_____ -��_______-----------­­­_. ------------------------------ --------------------------------------------------------- ------------------------------------------ ------- -----­___­__­--------­I I I 11 1; � ­.........­­­­­­___ - - ­------­-----,-�-1-1--i.,---.---.�-�-.,---.----------- -,----------,-----�--..,------.,-�-��- -___-_____1-------------______­___________­__ ­­­ ____­-----------_­_­­ __, I I ii it !I I i if i I i I! i i if f� � i If 4" CONC SLAB W/ 6X6XIO/10 WWF � i i ---]RECESS SLAB 3/4,;' FOR i I SLOPE T3/A" X 12" H I I �l I! it 11 L OVER 6 MIL VAPOR BARRIER OVER I I! 1 1/2"- THRESHOLD 11 ___1 AT GARAG`E DOOR i i !I .I - � I 1; 11 EXP. JOINT I I 1 CLEAN, WELL COMPACTED, TERMITE i 1I � f, i� I t I il I -\ I DEPTH = STUD + 'I 1/4" (FROM 1 4" CONIC SLAB W/ 6X6XlO/'lO W`WF . 1 1/2" fl 0 i OVER 6 MIL VAPOR BARRIER OVER 1i TREATED FILL I I if OUTSIDE FACE OF BLOCK) I it il 'I I i� I fl - il I CLEAN, WELL COMPACTED,_TFRMITE It I i S SLAB 3 /4" F R SSGD i - ii I; - RIECE / I0 11 I I I I - � 1, it i i ii It ­. I 1 4" CONC SLAB W/ 6X6XIO/10 WWF it 11 i 11 A //-- - it I 6VER '�' MIL VAPOR BARRIER OVER il .i i, I ' it ,, � _______________­___­____ � � � I i tl I . - if I � F- , 4 C,)NC SLAB W/ 6X6X1 0/1 O WWF li I I I l . H_ , � ------ t� � I� ii ------____ _­____ --.-.i l�l_____� N - I � OVER 6 MIL VAPOR BARRIER OVER t, ____- I _.__I ----I 1 i 1-t- ,1 1 I i-,J-11-11- i I� ii � LCO 1LV_E'A N, WELL COMPACTED, TREATEY FILL ii I i !i . - i� JI _______­_____,i-1 ----1 1 I j­i 41 1_='; � -TYP. SLAB ,� - I _ - i� I I I I t_­l 1 i---- SAW CUT IN 15'x`15' GRID, � I 1 CLEAN, WEI L. 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I I i -, l� il , !_1,-1- I : i ___ 1 1 1 i II , � � I, i� I * I i i j ­ ll I it II 1 ==1 I 1; - -I--- .- I 11 Il 1i �2 STORY it I I it 4 R�f­il ____j 1 i I--- 1 iI �, I �I 11 I N i, I i i I I i 15 I I - ,t�, "I ,i i---- -- i - If �i i =_ ,i i-----! ii ii l� it lHL___ H, . --i; . - ------! - i� ii . - C�f , , I i -----I 1, I i fl I J, -,% i i� �� 4� it i I I i I I if 11 -_ t4 , '! it I i� .I 1;1 �t-l !I I I li i I 11 i `k1_J A i fl il ii -11, I i;,"', DOWN fl 11 i 1 4 TURNED Q_QL1NR EQQE � '�) LOAD BEARING STEP ! #1 __ �1 if 4 11 4 4 3 Z__ U I ii .; I _ NOT TO SCALE ii 11 ON AT DO il I� ,T)2- NOf TO SCALE it ST I I =) 'm FOUNDATI OR SILL i " R SILL � ( � ii �� ST2 � OT, !t it l - � ;l V �i , �f NOT TO SCALE if NOT TO SCALE fl _V i (Qi:�,_� li If I �__ 0 I � � If 1. , i It i I ._.__________�__ -----------.-,.----..-..--.�-ii,-,--.------,.-- ____-- _________________­____ � b- ;`------_==- , _ --------"j------------------------------ -___ ______ ____-__,______,____---�--------�-��-.�---�-----�,--=---�,,-�=-= _-_--- ----- --------�==-.=-�-"=�--=-----------', e 1% LLJ ;� ________]F__- ll _______---___11 I kJ I fl, I 'l I I , tf il " 0 ,j il I ol if 1; � f! if it I j! 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J1 ''i I , -f �I I _-1 1 1!-----i 1 1 1 11 ---,!1 t C__ - It , .. i I � � �­­ � , �I­------ � -_._­`-,---- . , I f I J� - I ,; � I i - � I , L,_____­ .I�1 f-I-I I i I I___1 i l - fi ----- _Hk----Hf­--- _ -- I 4 l--- . r - I "; I-_ i 1 i I- 3i ­1; �, , i I' VAR�IES . . ,I it GROUT SOLID GRADE I -_ ; "I _ - �q-- -i ,�� I m i i,---! ---1 - If i - I! ____ _1 � �==_�i I I_=_i i i___.__i- - if I I �___ i I T_ . �1�� --- �t _�1 1 I_v_--f 1 i i,___,= ­_ ------I lttT__­­_11_­_1-1 I - r-r7::: :: ::::: -z=-- : - -_ -_- 1� � 71 I-i_- I - __ i I 11 __1 i4_____ ll, T, -1 . �, - / I -_ :_ - i ­ - -I -- _1 i i i- - ____ ­ --- M, it . - i . , I , - 17-i i!!---I i 1 i I,if AROUND PIPE - , - , -_­�_ ,�Si_71,_�._.__ i i--- ___- - , __ -_ I I - _:�m_ - . il __ I , I - =- _­-_ GROUT SOLID �l lil�= -i I i 1----i I 1!- -,� 1 ; i 71__1 I 1,­ i i - ----- ___1 - - 1, ----I i=ili I I DESIGN RW 1, - - I __ I i . _. �-�!1 1�-,- Ill _Mi�____, - _ ii - - i IT-_7 ''i - - - -------III -;--,--.if --,1, _� - ----ii�l I� i . I ,71141 it 1)z� I I I I ,1 i 1 1,,,� ;I -_ i i I - . I 1 , t ___­,I i I -_ 1�1-- I I � --- I ---i I I l___ I I-I­ , l i-__�___�t i 1------ if I . ��� � - __1 = ____ t I�p CLEAN COMPACTED .. ! ; i- AROUND PIPE I - _-l� 4 TYPICAL FOOTING d - - 1 __ - �_______ tl i -.-I i i---i , - - ­ I 11 'I !I l�i i i; ==j�l' 1 1 ii '111111 SAND FILL I i I-- -,� - 7. . - . - 11 1____1 i I I--- 1�%� i-___,_ 1 /_'t ,_____ tt Jt2;----��il 1� .. I i � l If -1- I It -ii, 'SEE 1/ST2 li I I I, "'�­__0����� :I'- I, :i - I � 5DRAFT MEB . i 5LA ----- 11 � _= � U i z i 1-----i -. - :, "i -1- I ' -':--'!1 I I- ---i ___ -� i - � li 4 1-1 I 1 li_ .. . I fl ______ I ____ __.- 11 ­_ fi I - I 11 iE ----i . . - -if I I t__ i�_ - -- -t 11 FOR SIZE/ �� i � - �! ---THICKNESS � Ir 8" MIN. - DEEPEN \ �� !_ I - - -I - _ _1. I---- �I --- ,-Ill l d I i i 1____i t i 1--_ if I' \ --I i 1__ I.�..."- .... . .. I! f, _ .11, , _� H ii - _­l ------ ii ____�i I.----- -,."' 7 'AL FOOTING -- SEE 'I ./ 1_---_.HlI- ,, i. REINFORCEMENT . i-i i;i----­I i�_____ Il � � . � -- `fYPK /��I 'I I t---il , III CHECKED EAW 4. I ' i I ---------iH .- I ------- 1 --- ,---- , I! FOOTING 0 CHASE -J '-TYPICAL FOUNDATION ii !___! :-4.,- :", -� I _­ �� if -11H ___ - I I I 41 1________4 1 , , " ., " , .'' , 1 I __---�,i � I ______1 I i I _= ,I�I l________,!, I--,---- I,l J ; I, - FOR SIZF/RFINFORCEMENT il I 1,, I . I J 11 f-,_-�! .I ­ -I .-_ '1� -1 I - - ,I ___J , I I; It 1.- I __ , � ­ I -_ - �� . il ij IOCATION AS REQ'D TO it �Tit - - � I. i--- ll ---- I ____H''_ = � 11 5 if , I- 1! ___ I - . I - � ISCALE N.T.S. i !t 11-1 _i I _ 1 f 2t-- I ___ - ____ I.z- !I I " , ---t I-71- 0 a � 61 it il --- ,1 , I I i I i _11, i - 1 --- i __i�I I_�__ ,_ if if -1 I j l ; ;I I t� 4 i i� - t t L, 4 I ! i ; i I .i____ I I I I ­ . �,____l t 1= I - -_ � FOOTING DEPTH. I I i 1 , i 1 i ____ 11 I ifil ,--,--- � i, ' t ,� , !i I 11 � � Ill ll I i_:_____f i I I--� 1 1�I_ 1 i,I ��I � i� il f; if i 4 1 �m' t �DATE 3.11,2012 1 , ,I it - I __­�i ----!I i�==;i I �! r_ I , __ f I, lW 1, I /"Tl� NON-LOAD BEARING STEP DOWN it I 1, I--------i 1, = =lit I zI _­-I I i i I i ­ it 1, I; I I � i !­:_ !� K-712 I, 11 - 1� , _�) NOT TO SCALE IJOB NO. JOB 11 ii ­ 'I i4 1; t � i� I! I (MAY BE USEU AS SUNKEN SHOWEP Of_q`AIQ if 1� __ . I � ii W___ -1 If It I " �� If ji . 5 r ll __'� ,I I, . � .11----, il 6 - SQ.FT. If 1 15 '\ FOUNDATIQ" l. 7 Ji __ V UTILITY CHASE FOUNDATION W/ UTII ITY CHASE_ I! /8 LQ,,U _ !i -------_­'.."... 3 I -L - BEARIN DOWN , - I il lQ��= T.,--,-- !I I 14?�: il�__.­ ­ : NOT TO SCALE Z> NOT TO SCALE 14 NOT TO SCALE i. - - li I i� � 11 �59 H if 0 Project Engineer: i , lT rt� i- - - if _______-__�-------------______ -------------------�-,----,-�-----------.-�- if � , ----------------,-------------�-----�--------­­--­--_L________---------- --------------------------------------------------------------------------________________._________ ,�-'_ r---------- 'I ----------------,-,�-------------�--__________-------------------.--.-.---__ ________------,-----,--------.--.------------------.-,.---.--,.-,------------..-------�r il i li It H H STANDARD FOUNDATION DETAILS 11 MONOLITHIC FOUNDATION DETAILS � STEM WALL FOUNDATION DETAILS i 1�-�,�'Pfi7�an�e It' loodward., PE 1 4 f - __ . _I A.1A 0 ii i------------,---,---------.----.----�----------,----,--------�---------------.________--------___--------------------------------.--,--------------�------------�---,----,-----------------------,-,------------------,--,-----,-------------------�--------.,--.--------------,----,-,---,------,---,-.-,�-�------------,--,--,-----------------------------------,----- I i I I - :1 !! I if ii 1- Professi nal Er I 1_: I ji ij a tio n A � 9 ,�gineer I i T H E S)'E DETAILS ARE INTERCHANGEABLE WITH THE T H E SE DETAILS ARE INTERCHANGEABLE WITH THE Found __.N�te'\Nood vertical construction shown atop foundation details for clarity. Wood, crnu, icf or other structural vertical construction A ��­­ F� 'I ice,,11,se No,6 I Uzi f I 31 'i I ii 11 I i- - -- %_ . . 'L it r­('�If "� I i t6 If ,�/, -,4/ I � I i 1i MONOLITHIC FOUNDATION DETAILS if acceptable -- see ST1 for specifics. lt3�_*_��,/ 1i), ,,I I I I STEM WALLS FOUNDATION DETAILS. I Z/, 'I'li'i i , - [: " ,; li 1i � ,,,'-;, ,N�_V�4'1 '� , , -----��--.------,------�----j--------� - .-,.-�-�.����l.--��l----------,---------- 11 -"----,-.�------,--�--------.---__,__�,=_ __ ­­�_� I--------__-- -----,.----.,-.---.--------------------------------____ "I �� ?'t-,(/, -- I V � - l--- - 11 -z--- - 11 1__.___1____. �_� :_�vtlo, 1�� = ��, .--.-------I- � ii . - 1- I 11 I' i 11 - - l � _e 4-------- 4. , 11 --T---- -----EPDXIED ATR EXPANSION P J"t,." I-, I It 'I ��" ��_ L ­ ,-' -, �� J' " I------------------------------------____------------------------------------------------,-=--______________,_,____________________________1___1 __ ­---I— ��­=­­_­,X_­ 1��­��­­�­­,�­_� �_�­­'=­��.��Itz�.m: -11--------.�� -_ -_ �__ �_,=, �__�__ ,_ ____- ------- �_J ( ,-,Il"-I-�Q�--�-�i�,�l�"'Il�,�-It r____________-_____-____,____,__-____-t"_,____-2___ i I i\ /I t, " � H I\ !! ____ � I , if I I � � I r I f i , il � ;i --I DATION (2) #4 DOWELS, PER TYPICAL iy t i it TYPICAL FOUN I � � HOLD-DOWN PER If . -_____-__--1, i ___._-___-__f � -_-1....­­­- !"i 1 � If -_ i! - ,-- JOINT 11 t,:) 6,550 It �, I _ --------------_____ t1i -1-0 PAD Ill ii �_ -- , I ,ROOSEV�LT BLVD. , I i I 1 i I i - . '- ' 'I&AJJ XSONVIILE,FL3�2,14 fl � I , " . 1,jr) I i 11 I . � I f f � I - L, CAST IN I .Z_ . If i I Ill 1 i i 11 STRUCTURAL PLANS 4i �> -*- -'!'--- . I---- _�-` DECKING 11 I I 1 11 i , I! jI, 1 I -1 . .. I ­ i �i li i ti ! I I 1 I � I �____f FOOTING OR EPDXIED W/ MIN� 6" I 1 1 I � � - _� ...� - AC -- CH � � 11 i i t ­ I i I i; �F47-- , � - " . q 1�'� i 11 I TYPICAL FOUNDATION i � i I , f/ i f it ___ - ji I i 11 _'11, 1, <�,,',"�', ,,'I", "x� ." � I . ­ � 4 " - I . - , I - i , J� ____________,______._______.___,______ , -,, , , , � - . I� I -- � (904)68 -62 , ,, (1) #5 VERT @ EA : --r-- f ik_1 � - "' I I I ! 1 , il I l 11 it I I 1 11 iii I i I i I I it , ­--- - ER ;4" INPAD , '! 'I,' ""', ­­, ­, -'/ , . '� .. - ii,_.. -_'- --- ,li 0 2 74' ,,r SIDE OF STEM WALL ; if I I I I I I I ?I -_---- �i _"",111 , �, � .. i, I � I i . I ;ti� , i I t � /""", _1�'/, ,-�"'�"",-" _,�,�Z�,', -,�, , " � -1 , ---__-___, I ,�, l] �- I I I It �; !" �i------.�---�l-,---,-,-------,----- I I, il . - , ' 'I _____,� I I I --/ HEIGHT CHANGE 'I i I I il ll� , I "­ " ' ' ' ­ -,, �/ ' ' �� " 1, ,� " �""" . �",� il i . � " F� � �.,�, �-,'­­'. "", ",':I", \ , � , , ,,",1;'," _,�_ _ ""�,"",�,�,".,-­ ""'�, - _­_��"___­___1_N__­_1­ �t� _ , '' _ � . " - . si _ �IHi--H!i-----!jI! I I I\ �"I , r �/� � . ' ' HORIZONTAL #5'S --\ � ii�3!1l__; I i I ! I I FTN'G. x3�" & L ill R GE R: " ; i IYPICAL FOUNDATION I -_ ) _A%- ,, I 011 . SLOPE ­ �_._­_t__._____.__1_.­_______ I i 1 ! I _\ � - I , , 31 fl 1 C'��? ii i�-�11--0f� - ., I i i i 1 � I �. i , 1-11 111\� , , . - . :� 'i ,_, I , -_______ -t I __-A ,,---- I `__­ I- 't"I'l-­-,� ,',,� -",",��,/,,,",I"",'�,,,��., " Flu 1 I- '' � I", _ � I i-i I t I------11! It I -Ti f 1 1--- c I i I ,,, """" , � " _�, ,�, 4�-, "'__",�_",T, ', I ,,,, ,... OL = - -, � 11 I - CONT ---------��---- 1�1��,_ _ '_ '>,-" ,:�,,,,",,, �t I I \i��_-------� I I I t I ______--i F DFT I�>11� ,, ,� ", I i I. iI \ i PACTED ­ _\ :��_ " �', �. "'�', I i ; i ii t= - - , , � � �',"';,>, . 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I �l I fl� 9 I'll 11 1. , , _\�"' _ .� I - it F ___ j i .,___._____--- - : , I -, I", ; q 1� RAL If W I_< I --ii � I I �, , �,'1*,:1"""' , � I L\, , '), �i --f-------- �_" '" , , ,,,, _, , � , =m% " , ,��, � I I ii CL I 0- l 7P I ii , � , , 11 17, �1,1�11 ',:, � , �l I i �,________1, ,_,____t_,_ - a- ") �- � , ,"" ��, , :: ��,,� � I C, 11� _____� I '-- , - if , I , �,��: , 7, � �� � I ___J - 45*P' I- ��� - SEE STRUCTURAL L-L__ -- ; " \ -PIANSFOR PAD �c ,<3 --- - - - L_:__'_f � � - FOOTING SIZE, ce 7)z ­��, ,­ n­­sl�_ T I— �L____ >� \ :�,,,,�­':�� I It it PER STRUCTUR U ; I I � 7�_, i "I I , " , , , � �,�,,' 1>L/', /,, '�",./ '."I I I =a 0 1 - I ;I " I /�,,,-,/,�""/,.,,,',, _ ," � 'I. - - i :�Q_ --_-_ I I �,-I- I , ,_, ,,ti,,/,_�_�" ,�, , I . ili I' _-, '--PLANS FOR S17E 11 I - Ir if . ,.,�SAND FILL ,�� ,- ,� " " I 11 I Iii-_ 0 ,- ; I 1 I, - "I �'I,-_.,;",- -,�I ,�� I I i - I i i ` - " ­ I\/"', "-� ,," "" - PER ST2 fI -nON fl REBAR SPEC'S. i 45' ---�­ 1I �_, ,I- I �-,� / _�_' "' " 'i, /- , I HORIZONTAL REBAR il i ;A\, ! ___ , �,­',_ " \ , 11 , I I __ - it 5 � tj SEC VIEW LOCATION & V. '4 J_ - " ,'\�,I"," - . , - - - 24'N. il r_1�', STEM WALL W1 45' CORNER DETAIL E-&- VIEW 1�_­­11, � �' __ ­'- -1 Nil 2i il SECTION VIEW a- (n I I ",,",' ,��,7,,,," I ,-- ­ "_'L"'_"/1' � , i __ � �11 �� 0 1 "/',- -, ,�,��, " � I I � -, - , - __ i 'T2 NOT TO SCALE ,"� I/111,-<�, . 1'� ? . . � I I ��. REBAR SPEC'S� PER STRUCTURAL PLAN � ... ___ � ", 'J�` - 1, . ".� -�_ - e I , T, " �1_ , 1'�,-_ -, I :1 . , f� I/_ I,� " , . . q 1 11 (;Lr-AI'4 COMPACTED I! �I" -�-- N", - _­. N/ i fl i - -, SEF STRUCTLIRAL I � �� V. � 11 I UC LAN I - �,, - � /7"!; . - - F , � � I , I " l � 1//_//____4�e_M, 1 - I I I // 7� 1 _ ____,Jl F671 i L I __ --I I I I ___ � I I � --_ I --- I � I I D "I ,---I ,. I- i I ILL 1 1 1 1 i ___ - r NX-f-ft _____ �- I I I fl, � LF I I I , ,_ I � I i I ! r - __!i LIJ f il 40-,N1 - - - I -, r1l I , I--i-�� i l - - I �1 I , -i-- / I - I ii if 11 -PLANS FOR SIZE, it " � 11 ' "�,�� \, I � l 3 SAND FILL I ji __ / "'I­ 'L - 1,I�� - 11 \:," � ��',1,,111,I I 1,11 I I I /, � t i '�'\ " '� � , 11 ri�-"Iti, am� ox T SLAQ �1 _�___ , ", FOUNDATION 0 POO I �", , __ ri�� Owl%c FOR MONO STEM WALL HEIGHT_QFIANQE il .._.....__.._._______ 11 LOCATION 84 L , " il l li ALL it " ­ /',"/� "" .. i I �& NOT TO SCALE (2) t,_ I � �, � L,I �0T2 NOT TO SCALE 11 I PEC'S. ii ,jJT2 NOT TO SCALE ��',I I" I , 11 '.L' � , ffawwwamaw-r-Awwommmmm � ii 11 il PER STRUCTURAL PLAN � "' , "I' ., I,,,, I fl \� 2 NOT TO SCALE I - ,,,'I'': l '11"'111., " - 1 I i 1� li '1� FACE VIEW !I - . , " I ", , 'I, ,-,` 1i �, ii -1 1,1,1­ ­,�,",�',, , I I - I f; ­ � 1,1:',�I" .---- ___ -,-I - I, _, _________,___,_.___ -t---- _____________ __ - .__ _'______ _____­______ ______1 L__ a____-_-__­­z­ztii-,.T­__­ .0 - - ­ __ I _ EXTERIOR WAL�U HELD BACK 1/2 F 56-05-00 - i 20-00-00 16-05-00 20-00-00 ✓� U U � 3 0 0 000 0 o CJ JO U U U w W:W U o 0 0 0 56-05-00 0 o CJ06 0 CJO o0 o _ _ 8-( _ 9 04 3 09-04 3 0 m CJ07 _ �QO-00 8-00-00 3-09-04 3� 09-04 4-_00-00 4-00-00„ � CJ07 — 19-09-08 19-09-OS � T11 v ✓ i icDm n 1-1 -041-1 -)4 BM1 1-1 -04 'I- JO U U 20 00 20 0 20 00 CJ02 \1 2-0 00 -0 -00 2-0 -0 ,F09 4 � ' 2 --�— C J03 4-0-00 2 0 00 IF 7 F02 7�f 2-0 -00 2-0 -0 - '. 2-0 -00 F10 2-0 -00 2-0 -)0 2-0 -002-0�-00 I I 1-0 - 1-0211 2 F11-08 2-0 0 F12 m 1-0 -08 co� 2-0 -00 0 o 0 2-0 00 2-0 00 F12 �W 4 0 -- o �Z 1-0 -00 F03EJ01 1 0 1-0 -00 F- i F03 cn 0 2-0 00 F042-+C2-0 00 F13 LLQ o F04 M — ' —N 0 =N - 2-0 00 F05 3 2.0 _00 0 0 2 0 00 F05 3 0 2-0 00 F15(3 cov LL 2-0 -00 2-0 -00 F21 - I I 2-0 0 0 2-0 -00 o2-0 00 p@ F06 3 0 2 2-0 00 F16 2-0 -00 � C J03 1 0 04 20 00 F09(3 m 0 F07 o CJ02 20p 0 N :M I o F07 2-0 -00 2-0 00 o ion o of F02 d> 02 N 2-0 -00 F01 F01 3-0 -00 _ 3-0 00 JO w CJ 4 'I 3-0 -00 O 20-00-00 16-05-00 i 1 '. 19-09-08 9-09-08 �'. 20-00-00 16-05-00 20-00-00 MITA K F LATE AFOUAI - 21g7 , 4 > WYEHAUSFODUGT # 1630 , 2 - BEADING HEIGHT 56HEPULE EXTERIOR WALLS HAVE BEEN 8' 1-11lkII HELD BACK 1/2 FOR SHEATHING x.71 71 "j f,.c_Si-rinvqr a:..>.Vr r rte. - .. - r; (7.i� 1: r tie r �'f.._ .1 ...,,�.�'rY •' vCL�lg.:1 II a �Pl- ;" fir" r=r, ,mssP, J i 56-05-00 20-00-00 20-00-00 16-05-00 - - � JoU U w'w'w U U CJ 5 0 0 0 56-05-00 - -y1 CJ06 o r CJO _ o _ 0 oS CJ07 CJO -00-00 8-00-00 3-09-04 .3-09-D4 4-00-00 4-00-00 3-09-04 -09-048-00-00 :3 - 7-00=00 o 19-09-08 r- F-'- F- F- U CJ�-�.- ' T11 __ ✓ c5 tt - 1 _ 1-1 -04 -1 -04 BM1 1-1 _04 -N m v 'u>o m tttt o- (5 .. -- . o o l0 0 0 0 0.0 0 0 0�0 0 0 o o ,� ,� � 1 jo 2-0'-00 -o'-o0 2-0 -00cJo N 0 T E 5: CJ02 -0 -00 F09 4 2-Op-00 _\ 1.)REFER HN 91(RECOMMENDATIONS FOR 2-09-00 11 CJ03 4-0-00 4-D�00 4- 0-00 4-0-00 CJO HANDLININ G WSiALLAiIOfJ AND TEMPOP.AP.Y DPACING.) 'F02 7 REFER TO ENGINEERED DRAWING5 FOR PERMANENT F02 7 2-0 -00 -0 -00 2-0 -00 __-- DFAGING REQUIRED. f2)ALL TRU55E5(INCLUDING TFU55E UNDER 2-0 -00 F10 2-0 -00 - VALLEY FRAMING)MUST DE COMPLETELY -0 -00 DECKED OR REFER TO DETAIL V105 FOR 2-00-00 1-02-12 F11 2-D -00 .-. ALTERNATE DP.ACING REQUIREMENTS. 1-0�-08 2-0 -00 F12 � I 1-0Y-08 3)ALL VALLEYS ARE TO DE 60NVENTIONALLY �p oo FRAMED DY DUILDER. 2-OT-00 F12 �W 2-0,-00 0 _ 1 02-0 -00 �z c? 4 - - F03 1-0 -00 k- 1-0 -00 EM 10 EJ0 1 4 0 F03 .)ALL TRU55E5 ARE DESIGNED FOR 2' MAXIMUM 5PACING,UNLE55 OTHERWISE5E NOTED. F04 2-0 -00 ° 2-0 -00 F13 SN o 2-0 -00 F04 - ro 5.)ALL W,4LL5 SHOWN ON PLACEMENT __ PLAN APE CONSIDERED TO DE LOAD 2-0 -00 F14 �LL F05 3 DEAP,ING,UNLE55 OTHERWI5E NOTED. F05 3 2-0 -00 ° ° 2-0 -00 6.)5Y42 TRU55E5 MUST DE METALLED o 2-0 -00 F15 3 2-0 -oo WITH THE TOP DEM UP. 2-0 -00 7)REAM/HEAD EEDUIR/LINTEL(HDR)TO DE F06 3 2-0 -00 2-0 -00 F06 3 FUPN15HED DY LDEP. m o F16 2-0 -00 CJO CJ03 1-O -04 1-0 -04 2-0-00 _ CJO F09 3- 2-0 - 2-0 - 00 F07 q CJ02 I U U CJ 1 WoF07 2-0 -00 -00 � o11 F02 ri ¢JO U c3 - M� F02 2-0 -00 F01I Jo CJ 4 ✓ tr F01 F17 3-00-00 3-0 -00 2 w 3-0-00 3-0 ®FIIt^stSou�^f ce -00 � I a � o F19 20-00-00 16-05-00 20-00-00 Jack 5 o n v i l l e PHONE.q04-772-6100 FAX:q04-772-11173 Tampa 19-09-08 1 19-09-08 1 PHONE,813-621-g831 FAX 813-625-5'156 20-oD-DD Froopor-r, 20-00-00 16-D5-00 - PHONE:550-535-4541 FAX:850-035-6835 DUILGEF. Habitat for Humanity LEGAL ADDBE5S 130,134,138 Sandy Beach Lane MOOED, 41"j"5/16/15 Triplex 4, 6y: JA5 DA-E., MRAWA BY: Or l g,ul Reference t, 05/07/15 JA5 671402 2 21 —' 4 WE Y � � H A U 5EF � � 0 D H G T # � � 16 X 0 2 16 3 0 � 10 6723311 2oN�reAldobt.'. Fo671402 M I TEK FATE AFHOVAL # 21 7 , 7 H® r—, t � o ,¢ o> co "�_jUNVm \a o `• t-DC a P a O � O ® co Q-co la! cto C-0 co co o HB r®' L_J 17 V)l aseaa J aoa ®M aa`� �I e`aa`\ O LL O m U 0J r ® �� Q o IIJ,, JII X <Ll �J (1) Q `x ® O co l�C) Z co � 00 �Ld w � Xco Q ® � C IX OL) ¢ Do W (A --j yy L J Q � ®�® U X X X X _z ® Z �- � ry a F- Lul Is- c� C.D O � �I d1Nb _ ao od i co ( ) fin ® ®� /� HB 01) LLJ J LLJ 00 m X Ul to X � L d � dp Z w >< r � � ® �000 LLJ � � v Ml go ®fir 1- W® �; LLJ "'A � `t w � Q LL— ca � � U m �cdp �Ndp flo w04 c� 00MLLJ o ® � od v ®Ml 00 � LL-] CL CD IAJ fn a go 0 P ® w d c9® 0 � :EM ® I— C14 � X X L o q* U � x rte ' --- - — --- 3 CONSTRUCTION PLANS s , O m FOR U-n. ATLANTIC BEACH , FL i OceanGate Individual lots { r 'W a PREPARE® BY: PREPARED FOR: y HABITATBEACHES W >° SECTION 38 TOWNSHIP 2S RANGE F R O M v I S 1 0 N T O R E A L 1 T Y 0 3 HUMANITY 9322 TAPESTRY SARK CIRCLE, SUITE 201167NCIS A � LOCATION MAP = W�a U. JACKSONVILLE, FL 32246 ATLANTICACH, L 223 ° (904) 730-9360 Taxa (904) 730-7165 51MUNIT TYPE: m SHEETINDEX Z> I > o` 1 \ ° oma 9 COVER DUPLEX: i STORWIATER MANAGEMENT ®� tld®i � 6 FACILVbi®ck 6, Lots 29-30 2 N° J / 3 ;\- 3 FINISHED FLOOR ELEVATIONS �m' TRIPLEX- a Lots 1�3, ®�� / 5 s Block io o.� Mq TYPICAL GEOMETRY PLANS �Q o Block 20 Lots 1-.3,8-10 ������®�® 5 Tl"i�lC��UTILITY ND C141�E SNS T � Block 40 Lots 1-3,8-10, 11-13, 14-16 � T�i�l� Block 1, Lots 4-7 ��® l / f /�y�of / 4/ s E Block 2; Lots 4-7 I ' /z/ / / f f / 7 8 3 g Block 3m Lots 1 Q t / /J / RU'A Copy Block 4; Lots,4®7 . . . . s - Block 5. Lots 1=4, 5-8,9-12, 13-16, ! ® kk / 17-20, 21-24, 25-28 �nf 10 12/ 13 1e /15/16 ./ TRac'r ro• TRACT W NEIGHBORHOOD PARK \ 30 Lu s•®g y \ - i zs t orz RIVE. - - 25 27 28 �I 22 23 24 `fl f I! ,9 17 78 19 20 , 21 , TRAC.f£ Lu .' ' 6 7 8 9 10 91" 12 "� 13 14 �/ 0 j SUN IS PROJECT REFERENCE. ca REFERENCE GENERAL NOTES , CONSTRUCTION a _.._.._ PROJECT MAPDETAILS,AND DETAIL GRADING PLANS FROM3 E MMRR �� THE PERMITTED CIVIC,ENGINEERING SET, MAYPO T ROAD S ------- ----- ----------- ------------------------------------------------------------------------- ------_-_------------------------------------------------------- ----------------------------------- e ------ ---------- - --------- -- -- ------- --- - --- -------------- --------- - -- ------ -----------.®------- .- .--- --s--�-- -:-- -- -----:-- . - 1 t _s 'ri 68 0` 8 68 0 68.0 0 68.0 0. >Tea s �: AID I� y� m W � w 75 �1 m UI CF1 f A P :p fal 1(J W N Wl0 ' d ® u n� �� tD ` m N SFJ w N) 6� m . �o VJ m PJ m � x, N� ) -- � N I `e, ✓� rn ._..... ' �.I I( �o_: �" a ott. m T g �¢ �� 1 � '< c i CD ca m .m �J ® m m m m m a ® m ro m m m \�\ m m m m m m m m m m m m m m m yr- m m m m �q,Ci n n n n n n n n o n n n n n n n n n n m w eai r�» �\q1� F s s s a s s s a s s s s s a s s s s s ( o w m r r r r r r r r r r r r r r r r r r r r n n I ! - A a r SANDY BEACH LANE SUNRISE CURT ! N� � m N- W A C� m N m � ® sfl faJ d � tl m �� ! o v 1 0 0 0 0 0 0 o ® 0 o Il o 0 0 0 o f �� n o ! 101 Cceaate®r� i g m m -�m! I1 -- m1 -' ice•'`��Q® f � J!- ! v y m N m m m m m - 1 0 N -� _ 1 �a- fU ( _ p 1 t N� \ ® '� s 3 : 5 1 p J �® 12 �� 1� 1 �� / 105 Crean Gate Dr a LL f ! 4 ! C� 68.0' 8 0 68. / baa u \ 0 68.0 .o /\ ry ! Lu v OCEAN GATE DRIVE `a N O r r-- 00 WIS 'o B �� \�'1 �9 meg.o \/ /' SITE DATA SUMMARY - LOTS 4-7 (QUADPLEX BUILDING) PARCEL SIZE AREA - SF: SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT 102: 2329 106: 2329 121: 2229.5 102:2229.5 106: 1598 110: 1598 125: 2229.5 106:1634.5 4 y O 110: 2329 114: 2329 129: 1634.5 110:1634.5 114: 2229.5 118: 2329 133: 1634.5 114:2773 I9 118: 1634.5 122: 1598 137: 2229.5 122: 1634.5 126: 2329 141: 2229.5 o /' 126: 2229.5 130: 2329 145: 1634.5 w 130: 2329 134: 1598 149: 1634.5 ; �®� ' ® / /� 134: 1598 138: 2329 153: 2229.5 138: 2329 142: 2229.5 157: 2229.5 t 142: 2329 146: 1634.5 161: 1634.5 146: 1598 150: 1634.5 165: 1634.5 152: 2329 154: 2229.5 169: 2229.5 156: 2229.5 158: 2329 173: 2229.5 �® �• 160: 1634.5 162: 1599 177: 1634.5 1 /' 164: 1634.5 166: 2417 181: 1634.5 GRAPHIC SCALE � � d r` 168: 2229.5 101: 2038 185: 2229.5 O.C.D: � 3 /' 172: 2329 105: 3116 189: 2229.5 205: 2229.5 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 r t IN Far t /�' 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 �EEr NI,„IER i�e= eo it � 117: 1634.5 201: 2229.5 217: 2218.5 91 :-- .-- :-®.-- .-- :- .--- .-®:-®--- -.- .--- : _ h \ FFE:14. rj U'l 16 1 FFE:14.16 1 FFE:14.16 I 671 FFE:14.16 L ql FFE:14.36 1 FFE:1436 I - FFE:14.26 ` , � ; I : = AA a 7J I FFE 94 36 q b. vr I $ A `L 3 � � b 6 Z � g ` rye � I 1� 12 �� 1� 1� � / '/ / I I '-m FFE:14.46 FFE:94.46 FFE:14.26 FFE:14.66 FFE: lie Lu w o Alb LL JUo 75 FFE:14.46 �' ; p amo p 1 a w T1 FFE:14.96 \. \/ / mQuj TO Aci FFE:14.96 000 41 / V A®\ \ FFE:14.36bLU \. o l FFE:14.56 \ a \ a FFE:14.56 LU\ LL. D \ ui GRAPHIC SCALELL KAI ®✓ in FEET nE 29 Fk SkEET mmFER a3 - i GRAPHIC SCA FRONT OF BUILDING FRONT OF BUILDING _ _ � > _ 2 .7 ' F 1-4' -25.50' 16.5 '� 16.50' o� 25.50' ' = 20 25.75 .o 16. 0 c $ 44� o 16.5 i:! 16 5 16.5 _� o - �— 20 -- - I � 1 n 49 5-7 UTILITY EASEMENT o> 5-7 UTILITY EASEMENT 7 20 16.5' 16.5' 5.5' 5.5'1- -15.75' (�W i ! - c I� I _ C7 '1 I M�i I ! (9 Ism !m ' CO _ a o D O W N O r { ">A O Io Fl !(moi n10 �! _ wQ m nilz ff C9 I (9 I �Ioo cc z a 11' ih3.33' Ip }�00 'J.7J�' 11' P O 11' 11' o c epi I N � ! 4 4 � ®0 ® aoO ! O ' W -0)i 4 O 6.5� o LL ";m 31' 4 !� ® ,p 16.5 i O 2' 13' 1171.33 4� 0 �6 N 733'1117 I 14.5' o N°a 3'' 2 / t ,4 X13 < rj5x i / 5'!�18 . 18. � � . £ . � F �/< f. �., ; I yi '; y I N / 5' UTILITY EASEMENTx;. y� `�x ' ; 5' UTILITY EASEMENT r,Cir /s y �I�,�22 17 19 83 x : 19.83' 22 1723 7 , 20150 , Lu 23 7� W W PORTABLE � � ,x/��r�>, r✓ r 1; i �� � li, PORTABLE TOILET TOILET "a w 8'X`I6`DUMPSTER 8'X16' ALLEY PARKING AREA DUMP )TER A.L EY 6'X`16' PA® CANSTR CTI®� POD PERVIOUS PAVERS PAD CONSTRUCTION POD o� QUADPLEX BUILDING TRIPLEX BUILDING SITE DATA SUMMARY - QUADPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - TRIPLEX BUILDING I� OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA z 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED PROVIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED x FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2 MINIMUM YARD REQUIREMENTS < W 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 FRONT PORCH 8' 8-11, MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8' 8-11' � FRONT BLDG. 12' 13-17' FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 14-17' SIDE 5' 5.5' INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.75' LOT. REAR 20' 35-43' REAR 20' 26-43' MIN. LOT WIDTH 84' 84' MIN. LOT WIDTH 68' 68' MIN. LOT DEPTH 92' 92MIN. LOT DEPTH 92' 92' UJI MIN LOT AREA 7,725 SF 7,728 SF MIN LOT AREA 6,250 SF 6,256 SF (� MAX. LOT COVERAGE (4-7) 65% 5 .7% - 4075 sf - BUILDING AND CONC. MAX. LOT COVERAGE (4-7) 65% 47.4% - 2,965 sf - BUILDING AND CONC. 9.3% - 1440 sf - IMPERVIOUS PAVERS (50%) 8.6% - 1080 sf - IMPERVIOUS PAVERS (50%) Lu Of 6. % TOTAL- 56% - TOTAL ® OUTSIDE UNITS INSIDE UNIT OUTSIDE UNITS IN UNIT A INTERNAL UNIT 8 LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF BUILDING: 640 SF BUILDING: 730 SF BUILDING: 858 SF BUILDING: 640 SF BUILDING: 709.5 SF PORCH / AC: 240 SF PORCH / AC: 23 SF PORCH / AC: 165 SF PORCH / AC: 240SFPORCH / AC: 231 SF SIDEWALKS: 104 SF SIDEWALKS: 56 Sf SIDEWALKS: 40 SF SIDEWALKS: 104 Sr SIDEWALKS: 92 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF 50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF TOTAL IMPERVIOUS: 1,164 - 52% TOTAL lMPERVIOU 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76% TOTAL IMPERVIOUS: 1,164 - 50% TOTAL IMPERVIOUS: 1,212.5 - 75% GRAPHIC SCALE o a a FRONT OF BUILDING w� ! 20 mI ` 8 Ili i i I j1 q I" WATER LINE Y iI SERVICE 1" WATER LINE I 71 SERVICE I i I� II 4" SEWER SERVICE @ ��� � I w Zmn I " FL, ` —��I 1 4" SEWER SERVICE @I � - –� 2% MIN. W/ CLEANOUT 2% MIN. W/ CLEANOUT i T I( i TIT — --- \— IlT I , _ oma U I I I Lu W Ii i I i III i I i II it I I III I I �4 g U� I I n I I I I I I n --R---F— A---a-- ;' A---A-- -- -- —� —-- ---- -------A--— ---- -- — -- o I I NL J U N E$ REF. DOUBLE WYE I REF. DOUBLE WYE PLAN DETAIL PLAN DETAIL SAN SAN SAN SAN s 4 SAN SAN SAN H Sm-s'1N tO 8$ 8 PVC rr E 8' PVC g" PVC S.S. (TYP) WATERMAIN (TYP.) 8 PVC S.S. (TYP) WATERMAIN (TYP.) QUADPLEX BUILDING TRIPLEX BUILDING Z UTILITY CONNECTION NOTE: 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE UJI WATER AND SEWER UTILITY CONNECTING FROM THE Z 0- ALLEY SIDE OR REAR SIDE OF THE UNIT. 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE WATER AND SEWER UTILITY CONNECTING FROM OCEAN 1® NOTES GATE DRIVE OR THE FRONT SIDE OF THE UNIT. UJ a UJ A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. Z B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. L E G E N Q A � i SYMBOL DESCRIPTION —4J— — PROPOSED WATER LINE w PROPOSED SEWER LINE F SEWER CLEANOUT V �> ® WATER PASTER S EET MnER — -- GRAPHIC SCALE FRONT F BUILDING o a s FRONT OF BUILDING 20 PP. de i j I,j y A 1. N p a 1Nry Illlpp 3g 'L z I I �� o U 3 1 } �� -_ u� I I o lP I = Nim T — — �— — I I I I I I I �a L gym' �o $ Na N m � ALLEY ALLEY QUADPLEX BUILDING TRIPLEX BUILDING MASTER PLANT LIST ¢_ SYMBOL SCIENTIFIC NAMEC®i"COMMON NAME SIZE COMMENTS � 5"A®E TREES (ED Acer Rubrum Red Maple 'Flame' 65 ea i. 15' ht. 5' spd. 3" ca I. F- av Quercus virginiana Live Oak r05 gal. 12' ht. 5' spd. 3" cal. u� Ulmus parvif®lia Drake Elm (0S eal. 14' ht. 4' spd. 3" cal. UN®ERSTQRY / ORNAMENTAL TREES ( LTERNATIvES) uj � � Callistem®n viminalis ' Red cascade' Red Cascade Bcttlebrush (gasping) V ht. 2" cal. ruin. Standard 0- 0 0 Cards canadensis 'Forest Pais ' Forest Pansy Redbud V ht. 2" cal. ruin. ev Chionanthus vir inicus Frin e- Tree 30 gal a' ht. 2" cal. min. N1 CY Faijoa sollcwiana Pineapple Guava 30 gal V hte 2" cal. ruin. Ilex vomitoria Yaws®n Holly fire Form 30 gal a' ht. 2" cal. min. CL w b� 3® gal 8ht. 2" eal, mn.Magnolia sculangiana 'Jane' Jane Ma nclia � W H N Prunus x yed®ens i s Ycshina Cherry 30 ,::4a 1 5' ht. 2" ca 1. m in. 2T"us2R