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356 10TH ST - REVISION 7-13-17002 I � Ada I i SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0• LOU P O n t I g O d n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S QSPECIFICATIONS. 420 Osceola Avenue 2 5 WHEN ACE CLIPS(DIAGONALLY CROSS/DO BLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. Ph. 242-0908 Fax.241-9557 AT BOT. AT TOP FL:CA#8344 SO CA#3579 CHORD CHORD ONLY ONLY 1 11 11 A P t ' fi E CIF' vi C� (AI \/ V) /\ // , /\ Luis A. Pont igo, PE 044_ / \ Al % f / \ H X cV ~ FL PE#53311 /x v04 w / 1 / I \ w REVISIONS DATE / \ QTRUSS 04.06.1 REVIRION / a Q ATTIC IN 06.19.1 A 0ALL TRUSS PLATES ARE ALPINE PLATES f APPROVAL # 1999- 3 So.o A4 ,, HANGERS O N J O B ARE A S F 0 L L 0 W S FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU UNLESS N 0 T E D 0 T H E R W I S E PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD a MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL HTS 16- HTS 1 6 A LL_ 1, APPLICATION PART # APPROVAL # CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL 5 2 PL A7 ENGINEERING OR P 1 INSPECTION FEES. PROVIDE FLOOR 1 _ a ` HTS16 1 — PLY TRUSS HUS26 FL10655. 24 SHEATHING PER SO.0, THROUGHOUT ATTIC A5 2-PL ,i FLOOR TRUSS HHUS46 1 TRUSS REGION. HTS16 i % FLOOR TRUSS— (A) THA426 FL10447. 6 J r LL 0 5 ui r , V W W - - ® N W W Al ff �? � N LSI F_ w (�� �, W � W OFFICE COPYj o - /� \ / X > o z A2 `O \ / , , , L� INSTALL BLOCKING AT 1/ � / R"ISION to 0 - SF - �9 FLOOR SHEATHING PANEL //\\ , r , /\ Bp# W l ' J 7 EDGE EACH SIDE. f , \ DATE_,,,,./ (TYPICAL) / \ 7Nk SIGNED 0 , U N, �����������v���� Q A3 ` �1 1 L or T BRACING OF 11 1 11 GABLE END TRUSS C VERTICAL; AS REQ'D BY sal � S1.4 So.1 PRE—ENGINEERED PRE—ENGINEERED TRUSS MANUFACTURER. ATTIC TRUSSES f GABLE END CAT BOT AT BY OTHER. ATTIC TRUSS.CHORD CHORD P ONLY ONLY © FLOOR CONSTRUCTION _ ROOF TRUSS SPECIFICATIONS. TOENAILS I PLACEMENT I TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES - PLAN 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1— SIMPSON H2. 5T UPLIFT STRAP UNLESS OTHERWISE NOTED H2.5T DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS O THE 2x_ @ 24" O.C. (TO MATCH CLIP. UNCLEAR DR WNGS ARCHITECTURAL DRAWINGS OR ATTIC TRUSS BOTTOM CHORD CONTACT THE E.O.R. DBL. TOP2x_ SPF#2 @ DEPTH} PLATE. 16" O.C. STUD PLAN NAME ROOF TRUSS PLACEMENT P N WALL. EZELIUS HOUSE DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" CS BTC LAP DATE NOTE: 1 ATTIC GABL END DETAIL 10.05.16 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL AND CONTROL NO. UPLIFT CONNECTOR, SEE PLAN. S1.4 SCALE: 3/4 = 1'-0" -- SCALE 1 AS NOTED J LPA NO. EZEL-16-00557 JUL 1 14 2017 SHEET SIA SHEET 7 OF 7